Parametric modeling in form finding and application to the design of modular canopies

Size: px
Start display at page:

Download "Parametric modeling in form finding and application to the design of modular canopies"

Transcription

1 Mobile and Rapidly Assembled Structures IV 223 Parametric modeling in form finding and application to the design of modular canopies G. Curletto Department of Civil, Chemical and Environmental Engineering, Genoa University, Italy Abstract Designers of modular systems having complex form should consider integrated approaches mostly based on technology, structural mechanics and economy. Due to both the configuration complexity and structural behavior that may be subjected to instability collapse and considerable vibration, the analysis and design of these models may lead to results too complicated to be carried out, limiting the use of new forms. To overcome these obstacles, the use of versatile tools must be applied in both the modeling phase and the analysis phase. The design solutions pursued in the present paper are devoted to the use of parametric software such as Grasshopper, Karamba and Millipide in which, through the modification of parameters, it is possible to vary the construction shape and carry out the structural analysis, taking into account all the above-mentioned components. The present research considers the potential of these tools in the parametric structural optimum design of modular canopies for outdoor installations. The design process is ruled by a development of algorithms for modeling, analysis and optimization of structures, applied to modular service stations. The objective is to model a structure reproducible on a large scale, simple enough to be assembled on site, and inexpensive. It is a canopy designed to organic form in which two parts may be identified: a trunk and an assemblage of radial made up of a series of steel elements connected to each other, supporting a lightweight polycarbonate cover. The dimensional, technological and formal characteristics are provided through a series of structural optimizations controlled with parametric tools. Keywords: parametric modelling, form finding, structural optimization, modular canopy, service station, Grasshopper, Karamba, Galapagos. doi: /mar140181

2 224 Mobile and Rapidly Assembled Structures IV 1 Introduction Over the years the service station has become an institution and the petrol station an indispensable factor in the daily life of many people. Yet, despite the innovation of service stations, their architecture remains relatively unchanged. The similarities are due to the need to make a project easy to standardize and economical objectives often difficult to reach with innovative products [1]. During the 20th century, a process of artifact taxonomy evolved through the application of criteria of modularity and decomposability of the functional and spatial elements. Moreover, the evolution of the functional, figurative and constructive apparatus of the petrol station signals the progressive autonomy of the canopy, which is detached from the main volume of the service station building and has come to be viewed as an independent, self-contained accommodation in the yard. It grows both as a single and continuous element on discrete and numerous supports, both mushroom-shaped and with a central pillar. The objective is to design a product that is easy to standardize, economical, and in which engineering, structural and material considerations are motivated by the shape, the structure and the optimization analysis. The potentiality of parametric modeling has been studied, developing a model in which geometric and structural characteristics evolve continuously until the optimal solution according to the established parameters is found. The sketch of shape, the modeling of the structure and the component sizing are constrained by some objectives, which become basic parameters of project. 2 Design parameters Any design process has to deal with the issue of correctly formulating the parameters. It could be useful to identify and classify the main parameters so as to define the degrees of freedom and design variables which can be independent or associated. It is important to distinguish the following five classes of parameters, known as: Shape: Includes macro-scale and micro-scale meaning, the model as a whole as well as the study of the individual components and their interrelationships. Structure and Topology: Distinguishes the main supporting structure and the secondary elements; Relates to the assembly of the components and the boundary conditions imposed by the designer. Structural Behavior: Relationship between actions (snow, wind, quake), internal forces (stress) and deformations (displacements); Describes the mechanical characteristics of the model, providing information on the stress, the deformations, etc., taking into account the external forces. Material: Closely connected to structural behavior, it is related to the mechanical characteristics, the cost of extraction, production and processing, and to the aesthetic and formal characteristics sought by the designer.

3 Mobile and Rapidly Assembled Structures IV 225 Technology: Since the building requirements are generally pre-eminent during the design process, all the technological aspects are included in this class of parameters. Besides these, it is useful to consider another class equally important in the field of service stations namely standardization and commercialization of the product, which requires: modularity of the components, independent of the single canopy; economy; ease of transport and assembly; and innovation and distinction in the urban landscape. Proper management and control of the parameters and their interrelationship involves a complex design in which the alteration of any value has a direct consequence on the entire system. One of the useful methods to deal with this problem is to apply parametric tools, in which parametric models are easily modified through the initial variables and make it possible to quickly get very complex forms that incorporate the properties of materials, manufacturing constraints and logic composition. The methodology used to conduct the design is based on two steps: parametric design of the structure, so a study for the least number of parameters that best describe the model in all its characteristics; study of the optimal configuration, in order to determine the structure that best meets the requirements of the problem. 3 Tools for integrated parametric design This type of methodology can be performed with some newly developed software, such as Grasshopper which is applied to the modeling phase; Karamba, which is used for the structural analysis; and Galapagos, which enables to reach the optimal configuration. It is useful to briefly examine the characteristics of each of these tools in order to highlight both their potentials and limitations. 3.1 Shape design: Grasshopper Grasshopper, one of the most well-known plug-ins for Rhinoceros, obviates some limitations related to the flexibility of the basic form for particular formal requirements and the difficulty to obtain rapid changes of complex models. Unlike traditional programs, the algorithmic modeling requires a logical/mathematical approach because Grasshopper is a visual application (visual scripting), created to suggest to the designer the potential of scripting. Through a graphical method based on a series of algorithms, sequences of instructions have been defined and translated into three-dimensional models. This modeling approach through scripting provides the ability to define the project with mathematical functions, to generate parametric models easily modified through the initial variables, and to quickly create very complex shapes featuring repeated geometric elements [2 3].

4 226 Mobile and Rapidly Assembled Structures IV Figure 1: Example of algorithmic sequence defined by Grasshopper. 3.2 Structural analysis of parametric models: Karamba Currently, because of structural tools, it is possible to analyze complex parametric models [4]. Developed since 2011, Karamba, Millipide, Kangaroo and other applications enable designers to realize accurate analysis, automatically update the results for every variation of the design parameters, and to view real-time stress, tensions, strains and other external factors. In this paper the model has been analyzed with Karamba, which utilizes two basic elements: beams and surfaces [5]. The combination of these components produces a wide variety of structures in which it is possible to define not only geometric characteristics, but to integrate engineering components: material, restraints, loads acting on the surfaces etc. 3.3 Optimization of shape: Galapagos Recently, optimization in parametric environment has been a subject of interest to many researchers and its use is growing in the professional field [6]. The designer, in analyzing complex structures, identifies various problems objectives to solve that can be developed through the use of codes which support the search of the optimal configuration. In this field, the optimization exploits genetic algorithms (GA) for their ability to find solutions in complex environments; in fact, they are searching algorithms inspired by the mechanism of natural selection and reproduction. The basic idea is to simulate the evolution of a population of individuals, which represent candidate solutions to a specific problem, favoring the survival and reproduction of the best. Then GA develop a set of points (population), belonging to the domain of the function to be optimized, making sure that the information on each can be transmitted and combined with others. In relation to parameters, defined by a specific domain, the optimization process can be observed in order to search the optimal solution to the objective defined by the user [7 8]. The advantage of these algorithms is needing to know only the function that has to be optimized (objective function), making them more effective than conventional optimization techniques.

5 Mobile and Rapidly Assembled Structures IV 227 The scheme below describes the optimization process of two parameters (Prm 1 and Prm 2), in which the objective is to minimize/maximize a specific value (objective function). Galapagos produces an optimization function, which is useful to examine specific values at each generation. Finally, the software shows the combination of values belonging to a specific range, defined by the user. During this process the range of values combination narrows in order to find the best solution for the problem. Figure 2: Optimization process. Upper left: principal components of Galapagos: parameters (Prm1 and Prm 2) and objective function. Upper right: optimization function with 100 generations. Bottom: combination of values for each generation in order to find the best solution. 4 Project: modular canopy for petrol stations The principles of parametric modeling are applied to the design of a canopy by developing a model whose features of form and structure evolve continuously until the optimal solution is found according to the established parameters. In addition to these technical aspects, a strong architectural and aesthetic component has been maintained in order to aid in the selection of some formal solutions over others. The search for the shape is conducted primarily through shells seen in both architecture and in nature, followed by a brief study on the configuration that enables the best protection from weather agents. In a second

6 228 Mobile and Rapidly Assembled Structures IV phase, the system is examined in order to determine the parameters that control the shape and its characteristics. Finally, it is possible to make a detailed analysis, from macro-scale to micro-scale, in which the cover components are sized, studying the connection system, transport and assembly. 4.1 Definition of the shape: from concept to modeling An accurate study of past models is essential for proper planning. The history of architecture provides many examples of innovative solutions regarding service stations: grid-shell surfaces; mushroom-shaped covers developed with different technologies and materials; and organic shapes for example, branching trees and gills which support the caps of mushrooms. In relation to patterns, integrated with the desire to create a modular, autonomous and innovative canopy, a continuous coverage has been designed as a modular element supported by a central pillar, and developed in a radial pattern. Another important problem to consider is the connection between canopies and the need for a solution that will ensure the best protection against weather agents. As mentioned, it is important to develop the geometry with some parameters easily identified and defined within a certain range, for the purpose of checking the geometric features as the parameters vary. So the model is developed in Grasshopper, assuming a continuous surface in mushroom shape, produced from the rotation of a generating curve whose curvature is governed by the coordinates of three points P 1, P 2, P 3 design parameters. After that, it is useful to divide the surface into two parts: the trunk and radial pattern. So the first step is to create a cylinder with a hollow section for the trunk, while the radial pattern is composed by 12 segments of equal size, copying the one obtained by the 30- degree rotation of the base curve. This constructive choice on one hand facilitates the assembly and transport, and on the other hand ensures the standardization of the components. Figure 3: Modeling of the generating curve and division of the canopy in trunk and radial pattern.

7 Mobile and Rapidly Assembled Structures IV 229 The shape is generated using NURBS modeling, so to realize the structural analysis, it is necessary to convert it into planned juxtaposed surfaces, called Mesh, connected by a triangular grid. Consequently, it is possible to define the material and the cross-section characteristics, to impose constraints and to analyze the structure. 4.2 Study of the structural behavior: from the definition of characteristics to the analysis The project has integrated from the beginning of the shape study, material and structural behavior in one single process. These components can be added directly with the shape using the Karamba plug-in, in order to understand both the potentials and limitations. To realize a correct analysis, the following characteristics have been considered: supporting steel structure, a resistant material against stress and external actions, easily assembled with welded or bolted joints; rectangular hollow sections (height 8 cm, base 4 cm and thickness 3 mm); cover plates of polycarbonate; structure constrained at the base. Analyzing the current system subjected to the load combination of shelf-weight and external forces is not rigid enough, presenting high vertical displacements on the outer edge. Therefore it is necessary to improve the structure with an optimization process in order to increase the structural rigidity. Using Galapagos, the overall shape of the canopy has been improved operating at the macro-scale and subsequently, the section of the weight-bearing structure has been optimized, working at the micro-scale. 4.3 Finding the optimal configuration: shape and section optimization Galapagos enables one to consider the parameters of shape, section, etc., defined in a certain range of variation, finding the combination of values that best corresponds to the requirements imposed by the designer. In order to develop the analysis, it is important to properly determine the parameters of the system and the load combination, for which it is required to maximize the structural stiffness of the canopy. In the present case, five parameters have been defined, which correspond to the coordinates of the three points P 1, P 2, P 3 guide points of the generating curve. In this specific case, the load combination includes self-weight and external actions like snow and wind. The following scheme describes the five parameters for which the model is optimized, for the radius and the height of the canopy, whose values correspond to the points coordinates just mentioned. Finally, the range of variation of each parameter is defined as approximately 0.02 m.

8 230 Mobile and Rapidly Assembled Structures IV Figure 4: Determination of the five parameters and their ranges of variation. The result is described in the following table, which presents a sequence of states in the optimization process to 100 generations. Note that the process significantly changes the value of the maximum displacement in the first 20 generations, later stabilizing in subsequent stages. Figure 5: Graph shows the values of the maximum displacement. As a result of the optimization process, to further increase the structural rigidity, according to such requirements, it is useful to query the system no longer on the already great overall shape, but on the supporting structure sections of the most-stressed radiating portion. In fact structural mechanics shows that one of the possibilities for strengthening a system is to increase the section height, so as to increase its modulus. Observing the maximum vertical displacement on the outer perimeter of the canopy, it is advisable to thicken the rays in the central part, where their curvature renders them most vulnerable to stress. It is of no use to increase the size of the entire section only to limit the growth of the self-weight in the most stressed part. Working with Grasshopper, the 12 rays have been identified, dividing each of them into eight equal parts, so as to define different height sections. Aiming to increase the structural rigidity, the parameters of the project are the height sections, selecting a variation range between 0.08 and 0.30 m.

9 Mobile and Rapidly Assembled Structures IV 231 Figure 6: Region of increased rigidity. After the determination of parameters, the optimization of the system can be fulfilled, setting the basic and thickness section and placing the height values as variables. Below are described the values of section height as a result of the optimization process. In the central portion, the height coincides with the maximum value of the domain, and with the minimum value in the border part. Figure 7: Optimum model section with the optimized heights. To ensure the quality of the result for checking the solution provided by Galapagos, it is highly recommended to define the correct domain of the variables and to establish the optimization function. Finally, after the optimization processes, the structural behavior of the canopy has been analyzed in the points of maximum stress, verifying the resistance and the rigidity of the system when subjected to external forces.

10 232 Mobile and Rapidly Assembled Structures IV 4.4 Description of the components and their function After verifying the soundness of the structure, the canopy s details have been described, defining the individual components, their technical characteristics and assembly: Figure 8: Exploded view with specified components of the canopy. base: a steel plate that fastens the trunk to the floor; trunk: a steel structure composed of 12 rectangular, hollow section elements connected by four circles, the purpose being to add strength (must be considered a single element); rays: 12 steel elements with variable section connected to the trunk, which form the main structure resistant; beams: small size elements arranged between rays creating a concentriccircle structure; tie-beams: a network of steel wires crossing the radial pattern which are connected to the rays, in order to maintain a rigid system under the effect of external actions; coverage: a few-millimeters-thick surface made of polycarbonate and secured to the radial pattern, that provides protection against weather agents;

11 Mobile and Rapidly Assembled Structures IV 233 outer circle: frame in steel useful to connect and bind the rays of the canopy, and to secure the coverage. Another important factor to ensure the correct operation of the canopy is the drainage of the rainwater that is constituted by two elements: a flat cable, which allows collecting the water, and a drain tube, fixed along the trunk to make it flow until ashore. In addition to geometrical aspects, a strong engineering approach has been maintained in order to guarantee the construction of each component of the canopy. In fact, the interaction between Grasshopper and its plug-ins enables to create a model in which geometric and engineering aspects are integrated. 4.5 Modularity and connection system After defining the elements of the canopy and its operation, it is important to analyze the connection system between adjacent canopies in order to design a larger service station. The best protection from the weather agents has to be guaranteed, with minimal changes in the cover components. For this reason, it is better to juxtapose canopies at the same height, matching one of the twelve sides of the radial pattern and studying the coverage triangular connection. Additional component connection has not been applied, because modifying some segments is a more affordable way to realize it. The polycarbonate coverage has been extended using segments, with a slight slope of the elements to ensure the flow of rainwater. The outer circle has also been modified, becoming a strengthening element of the system, and connecting the canopies. Figure 9: Perspective view and connection between canopies.

12 234 Mobile and Rapidly Assembled Structures IV 5 Conclusions In this paper, formal and structural issues have been developed describing the relationship between these two components. Tools to achieve an integrated design have been investigated, offering parametric modeling as one of the solutions that best integrates physical, constructive, structural and technological components. The first part focuses on the description of these tools, such as Grasshopper, Karamba and Galapagos, which allow the creation of complex shapes in which the parameters and all characteristics are easily editable. Afterward, the theoretical considerations have been applied to the design of a modular canopy for service stations. The choices and motivations have been described to realize the model starting from the initial step through the definition of the details. The potential of parametric design has been exploited developing a model whose shape and structure features evolve continuously until the optimal solution is found, according to the established parameters. In addition to these parametric aspects, it has been decided to keep a strong architectural and aesthetic component to narrow the field of formal solutions. In conclusion, a new approach to digital technology has been described to capture a mastery of every phase of design and to exploit the potential of these tools in order to realize controlled and detailed model in each component. References [1] Minale M., How to Design a Successful Petrol Station, Hoepli, Londra, [2] Tedeschi A., Parametric Architecture with Grasshopper, Le Penseur, [3] Grasshopper, Algorithmic Modeling for Rhino, [4] Khabazi Z., Generative Algorithms using Grasshopper, [5] Karamba, Parametric Engineering, [6] Pugnale A., Sassone M., Morphogenesis and Structural Optimization of Shell Structures with the Aid of a Genetic Algorithm, Journal of the International Association for Shell and Spatial Structures, Vol. 48, n. 155, December [7] Sarkisian M., Long E., Shook D., Doo C.S., Optimization Tools for the Design of Structures, 20th Analysis & Computation Specialty Conference, ASCE 2012, pp [8] Koza J. R., Genetic Programming. On the Programming of Computers by Means of Natural Selection, the MIT Press, Cambridge, 1992.

Computer Life (CPL) ISSN: Finite Element Analysis of Bearing Box on SolidWorks

Computer Life (CPL) ISSN: Finite Element Analysis of Bearing Box on SolidWorks Computer Life (CPL) ISSN: 1819-4818 Delivering Quality Science to the World Finite Element Analysis of Bearing Box on SolidWorks Chenling Zheng 1, a, Hang Li 1, b and Jianyong Li 1, c 1 Shandong University

More information

Application of Finite Volume Method for Structural Analysis

Application of Finite Volume Method for Structural Analysis Application of Finite Volume Method for Structural Analysis Saeed-Reza Sabbagh-Yazdi and Milad Bayatlou Associate Professor, Civil Engineering Department of KNToosi University of Technology, PostGraduate

More information

Set No. 1 IV B.Tech. I Semester Regular Examinations, November 2010 FINITE ELEMENT METHODS (Mechanical Engineering) Time: 3 Hours Max Marks: 80 Answer any FIVE Questions All Questions carry equal marks

More information

Non-Linear Analysis of Bolted Flush End-Plate Steel Beam-to-Column Connection Nur Ashikin Latip, Redzuan Abdulla

Non-Linear Analysis of Bolted Flush End-Plate Steel Beam-to-Column Connection Nur Ashikin Latip, Redzuan Abdulla Non-Linear Analysis of Bolted Flush End-Plate Steel Beam-to-Column Connection Nur Ashikin Latip, Redzuan Abdulla 1 Faculty of Civil Engineering, Universiti Teknologi Malaysia, Malaysia redzuan@utm.my Keywords:

More information

Computational morphogenesis in architecture: the cost optimization of free form grid-shells

Computational morphogenesis in architecture: the cost optimization of free form grid-shells 28 September 2 October 2009, Universidad Politecnica de Valencia, Spain Alberto DOMINGO and Carlos LAZARO (eds.) Computational morphogenesis in architecture: the cost optimization of free form grid-shells

More information

Shape optimization of compression structures

Shape optimization of compression structures 26 30 September, 2016, Tokyo, Japan K. Kawaguch M. Ohsak T. Takeuchi (eds.) Shape optimization of compression structures Petra GIDAK*, Mario UROŠ a, Damir LAZAREVIĆ a *Faculty of civil engineering, University

More information

(Based on a paper presented at the 8th International Modal Analysis Conference, Kissimmee, EL 1990.)

(Based on a paper presented at the 8th International Modal Analysis Conference, Kissimmee, EL 1990.) Design Optimization of a Vibration Exciter Head Expander Robert S. Ballinger, Anatrol Corporation, Cincinnati, Ohio Edward L. Peterson, MB Dynamics, Inc., Cleveland, Ohio David L Brown, University of Cincinnati,

More information

Optimizing a Trussed Frame Subjected to Wind Using Rhino, Grasshopper, Karamba and Galapagos

Optimizing a Trussed Frame Subjected to Wind Using Rhino, Grasshopper, Karamba and Galapagos 15 to 19 September 2014, Brasilia, Brazil Reyolando M.L.R.F. BRASIL and Ruy M.O. PAULETTI (eds.) Optimizing a Trussed Frame Subjected to Wind Using Rhino, Grasshopper, Karamba and Galapagos Evan J. GERBO*,

More information

Module 1: Introduction to Finite Element Analysis. Lecture 4: Steps in Finite Element Analysis

Module 1: Introduction to Finite Element Analysis. Lecture 4: Steps in Finite Element Analysis 25 Module 1: Introduction to Finite Element Analysis Lecture 4: Steps in Finite Element Analysis 1.4.1 Loading Conditions There are multiple loading conditions which may be applied to a system. The load

More information

Learning Module 8 Shape Optimization

Learning Module 8 Shape Optimization Learning Module 8 Shape Optimization What is a Learning Module? Title Page Guide A Learning Module (LM) is a structured, concise, and self-sufficient learning resource. An LM provides the learner with

More information

Seismic behavior of tensegrity barrel vaults

Seismic behavior of tensegrity barrel vaults 28 September 2 October 2009, Universidad Politecnica de Valencia, Spain Alberto DOMINGO and Carlos LAZARO (eds.) Seismic behavior of tensegrity barrel vaults Arjang SADEGHI *, Farid SEIFOLLAHI a *Assistant

More information

Guidelines for proper use of Plate elements

Guidelines for proper use of Plate elements Guidelines for proper use of Plate elements In structural analysis using finite element method, the analysis model is created by dividing the entire structure into finite elements. This procedure is known

More information

Design Production: Constructing freeform designs with rapid prototyping

Design Production: Constructing freeform designs with rapid prototyping Design Production: Constructing freeform designs with rapid prototyping 1 Lawrence Sass, PhD 1, Kristina Shea PhD 2, Michael Powell 3 1 Department of Architecture, MIT 2 Arup R+D, Cambridge University

More information

Module 1 Lecture Notes 2. Optimization Problem and Model Formulation

Module 1 Lecture Notes 2. Optimization Problem and Model Formulation Optimization Methods: Introduction and Basic concepts 1 Module 1 Lecture Notes 2 Optimization Problem and Model Formulation Introduction In the previous lecture we studied the evolution of optimization

More information

SDC Verifier is a powerful postprocessor program with an advanced calculation core which works seamlessly with Siemens multi-solver, FEA software

SDC Verifier is a powerful postprocessor program with an advanced calculation core which works seamlessly with Siemens multi-solver, FEA software SDC Verifier is a powerful postprocessor program with an advanced calculation core which works seamlessly with Siemens multi-solver, FEA software suite Simcenter 3D. SDC Verifier & Simcenter 3D SDC Verifier

More information

Fabrication of partially double-curved surfaces out of flat sheet material through a 3d puzzle approach

Fabrication of partially double-curved surfaces out of flat sheet material through a 3d puzzle approach Fabrication of partially double-curved surfaces out of flat sheet material through a 3d puzzle approach tn03-081 Abstract The topic of this paper is connection of digital modeling with generative programming

More information

Loads Recognition Tools Checks Reports

Loads Recognition Tools Checks Reports Loads Recognition Tools Checks Reports SDC Verifier is a powerful postprocessor program with an advanced calculation core which works seamlessly with Siemens multi-solver, FEA software suite Femap. SDC

More information

Vehicle Load Area Division Wall Integrity during Frontal Crash

Vehicle Load Area Division Wall Integrity during Frontal Crash Vehicle Load Area Division Wall Integrity during Frontal Crash H. Türkmen TOFAS Türk Otomobil Fabrikasi A.S. Abstract : This study addresses design efforts of a vehicle load area division wall and the

More information

Development of Lightweight Engine Mounting Cross Member

Development of Lightweight Engine Mounting Cross Member Development of Lightweight Engine Mounting Cross Member Nitin Babaso Bodhale Team Lead Tata Technologies Ltd Pimpri Pune-411018, India. nitin.bodhale@tatatechnologies.com Jayeshkumar Raghuvanshi Sr. Team

More information

Step Change in Design: Exploring Sixty Stent Design Variations Overnight

Step Change in Design: Exploring Sixty Stent Design Variations Overnight Step Change in Design: Exploring Sixty Stent Design Variations Overnight Frank Harewood, Ronan Thornton Medtronic Ireland (Galway) Parkmore Business Park West, Ballybrit, Galway, Ireland frank.harewood@medtronic.com

More information

IJMH - International Journal of Management and Humanities ISSN:

IJMH - International Journal of Management and Humanities ISSN: EXPERIMENTAL STRESS ANALYSIS SPUR GEAR USING ANSYS SOFTWARE T.VADIVELU 1 (Department of Mechanical Engineering, JNTU KAKINADA, Kodad, India, vadimay28@gmail.com) Abstract Spur Gear is one of the most important

More information

Performance Analysis of an After Cooler Used In High Power Engine Using CFD

Performance Analysis of an After Cooler Used In High Power Engine Using CFD International OPEN ACCESS Journal Of Modern Engineering Research (IJMER) Performance Analysis of an After Cooler Used In High Power Engine Using CFD M. Safraaj Salaamer 1, Dr. K. S. Amirthagadeswaran 2,

More information

First Order Analysis for Automotive Body Structure Design Using Excel

First Order Analysis for Automotive Body Structure Design Using Excel Special Issue First Order Analysis 1 Research Report First Order Analysis for Automotive Body Structure Design Using Excel Hidekazu Nishigaki CAE numerically estimates the performance of automobiles and

More information

76 ACADIA22 >> CONNECTING CROSSROADS OF DIGITAL DISCOURSE

76 ACADIA22 >> CONNECTING CROSSROADS OF DIGITAL DISCOURSE Fabrication of Partially Doublecurved Surfaces out of Flat Sheet Material Through a 3D Puzzle Approach Axel Kilian Massachusetts Institute of Technology 1 Introduction Rapid prototyping and CNC machining

More information

2: Static analysis of a plate

2: Static analysis of a plate 2: Static analysis of a plate Topics covered Project description Using SolidWorks Simulation interface Linear static analysis with solid elements Finding reaction forces Controlling discretization errors

More information

Configuration Optimization of Anchoring Devices of Frame-Supported Membrane Structures for Maximum Clamping Force

Configuration Optimization of Anchoring Devices of Frame-Supported Membrane Structures for Maximum Clamping Force 6 th China Japan Korea Joint Symposium on Optimization of Structural and Mechanical Systems June 22-25, 200, Kyoto, Japan Configuration Optimization of Anchoring Devices of Frame-Supported Membrane Structures

More information

SDC. Engineering Analysis with COSMOSWorks. Paul M. Kurowski Ph.D., P.Eng. SolidWorks 2003 / COSMOSWorks 2003

SDC. Engineering Analysis with COSMOSWorks. Paul M. Kurowski Ph.D., P.Eng. SolidWorks 2003 / COSMOSWorks 2003 Engineering Analysis with COSMOSWorks SolidWorks 2003 / COSMOSWorks 2003 Paul M. Kurowski Ph.D., P.Eng. SDC PUBLICATIONS Design Generator, Inc. Schroff Development Corporation www.schroff.com www.schroff-europe.com

More information

SAFI Sample Projects. Design of a Steel Structure. SAFI Quality Software Inc. 3393, chemin Sainte-Foy Ste-Foy, Quebec, G1X 1S7 Canada

SAFI Sample Projects. Design of a Steel Structure. SAFI Quality Software Inc. 3393, chemin Sainte-Foy Ste-Foy, Quebec, G1X 1S7 Canada SAFI Sample Projects Design of a Steel Structure SAFI Quality Software Inc. 3393, chemin Sainte-Foy Ste-Foy, Quebec, G1X 1S7 Canada Contact: Rachik Elmaraghy, P.Eng., M.A.Sc. Tel.: 1-418-654-9454 1-800-810-9454

More information

L1 - Introduction. Contents. Introduction of CAD/CAM system Components of CAD/CAM systems Basic concepts of graphics programming

L1 - Introduction. Contents. Introduction of CAD/CAM system Components of CAD/CAM systems Basic concepts of graphics programming L1 - Introduction Contents Introduction of CAD/CAM system Components of CAD/CAM systems Basic concepts of graphics programming 1 Definitions Computer-Aided Design (CAD) The technology concerned with the

More information

Modelling of an Improvement Device for a Tension Test Machine in Crippling Tests

Modelling of an Improvement Device for a Tension Test Machine in Crippling Tests Modelling of an Improvement Device for a Tension Test Machine in Crippling Tests Iván Lafuente *, José L. Alcaraz **, and Iñigo Ortiz de Zárate * * Dpto. de Cálculo. Aernnova Engineering Solutions. 01510

More information

Principal Roll Structure Design Using Non-Linear Implicit Optimisation in Radioss

Principal Roll Structure Design Using Non-Linear Implicit Optimisation in Radioss Principal Roll Structure Design Using Non-Linear Implicit Optimisation in Radioss David Mylett, Dr. Simon Gardner Force India Formula One Team Ltd. Dadford Road, Silverstone, Northamptonshire, NN12 8TJ,

More information

Advanced model of steel joints loaded by internal forces from 3D frame structures

Advanced model of steel joints loaded by internal forces from 3D frame structures Advanced model of steel joints loaded by internal forces from 3D frame structures Lubomír Šabatka, IDEA RS s.r.o František Wald, FSv ČVUT Praha Jaromír Kabeláč, Hypatia Solutions s.r.o Drahoslav Kolaja,

More information

Second-order shape optimization of a steel bridge

Second-order shape optimization of a steel bridge Computer Aided Optimum Design of Structures 67 Second-order shape optimization of a steel bridge A.F.M. Azevedo, A. Adao da Fonseca Faculty of Engineering, University of Porto, Porto, Portugal Email: alvaro@fe.up.pt,

More information

Implementation of BIM for Bridge Design A Case Study

Implementation of BIM for Bridge Design A Case Study Implementation of BIM for Bridge Design A Case Study Yi-Min Chen 1, Chih-Wen Chen 2 and Shang-Hsien Hsieh 3 1 Engineer, BIM Center, Sinotech Engineering Consultants, LTD., Taipei, Taiwan 2 Manager, BIM

More information

Interactive Structural Analysis

Interactive Structural Analysis Interactive Structural Analysis Odysseas Georgiou University of Bath London, UK o.georgiou@bath.ac.uk Abstract This paper re-approaches structural engineering through an interactive perspective by introducing

More information

FINITE ELEMENT MODELLING AND ANALYSIS OF WORKPIECE-FIXTURE SYSTEM

FINITE ELEMENT MODELLING AND ANALYSIS OF WORKPIECE-FIXTURE SYSTEM FINITE ELEMENT MODELLING AND ANALYSIS OF WORKPIECE-FIXTURE SYSTEM N. M. KUMBHAR, G. S. PATIL, S. S. MOHITE & M. A. SUTAR Dept. of Mechanical Engineering, Govt. College of Engineering, Karad, Dist- Satara,

More information

Simulation of Overhead Crane Wire Ropes Utilizing LS-DYNA

Simulation of Overhead Crane Wire Ropes Utilizing LS-DYNA Simulation of Overhead Crane Wire Ropes Utilizing LS-DYNA Andrew Smyth, P.E. LPI, Inc., New York, NY, USA Abstract Overhead crane wire ropes utilized within manufacturing plants are subject to extensive

More information

RAPID PROTOTYPING FOR SLING DESIGN OPTIMIZATION

RAPID PROTOTYPING FOR SLING DESIGN OPTIMIZATION RAPID PROTOTYPING FOR SLING DESIGN OPTIMIZATION Zaimović-Uzunović, N. * ; Lemeš, S. ** ; Ćurić, D. *** ; Topčić, A. **** * University of Zenica, Fakultetska 1, 72000 Zenica, Bosnia and Herzegovina, nzaimovic@mf.unze.ba

More information

An explicit feature control approach in structural topology optimization

An explicit feature control approach in structural topology optimization th World Congress on Structural and Multidisciplinary Optimisation 07 th -2 th, June 205, Sydney Australia An explicit feature control approach in structural topology optimization Weisheng Zhang, Xu Guo

More information

Multimaterial Geometric Design Theories and their Applications

Multimaterial Geometric Design Theories and their Applications Multimaterial Geometric Design Theories and their Applications Hong Zhou, Ph.D. Associate Professor Department of Mechanical Engineering Texas A&M University-Kingsville October 19, 2011 Contents Introduction

More information

Appendix B: Creating and Analyzing a Simple Model in Abaqus/CAE

Appendix B: Creating and Analyzing a Simple Model in Abaqus/CAE Getting Started with Abaqus: Interactive Edition Appendix B: Creating and Analyzing a Simple Model in Abaqus/CAE The following section is a basic tutorial for the experienced Abaqus user. It leads you

More information

Behaviour of cold bent glass plates during the shaping process

Behaviour of cold bent glass plates during the shaping process Behaviour of cold bent glass plates during the shaping process Kyriaki G. DATSIOU *, Mauro OVEREND a * Department of Engineering, University of Cambridge Trumpington Street, Cambridge, CB2 1PZ, UK kd365@cam.ac.uk

More information

Morphogenesis and Structural Optimization of Shell Structures with the Aid of a Genetic Algorithm Pugnale, Alberto; Sassone, Mario

Morphogenesis and Structural Optimization of Shell Structures with the Aid of a Genetic Algorithm Pugnale, Alberto; Sassone, Mario Aalborg Universitet Morphogenesis and Structural Optimization of Shell Structures with the Aid of a Genetic Algorithm Pugnale, Alberto; Sassone, Mario Published in: Proceedings of International Symposium

More information

Design Optimization of Hydroformed Crashworthy Automotive Body Structures

Design Optimization of Hydroformed Crashworthy Automotive Body Structures Design Optimization of Hydroformed Crashworthy Automotive Body Structures Akbar Farahani a, Ronald C. Averill b, and Ranny Sidhu b a Engineering Technology Associates, Troy, MI, USA b Red Cedar Technology,

More information

Global to Local Model Interface for Deepwater Top Tension Risers

Global to Local Model Interface for Deepwater Top Tension Risers Global to Local Model Interface for Deepwater Top Tension Risers Mateusz Podskarbi Karan Kakar 2H Offshore Inc, Houston, TX Abstract The water depths from which oil and gas are being produced are reaching

More information

ANALYSIS OF BOX CULVERT - COST OPTIMIZATION FOR DIFFERENT ASPECT RATIOS OF CELL

ANALYSIS OF BOX CULVERT - COST OPTIMIZATION FOR DIFFERENT ASPECT RATIOS OF CELL ANALYSIS OF BOX CULVERT - COST OPTIMIZATION FOR DIFFERENT ASPECT RATIOS OF CELL M.G. Kalyanshetti 1, S.A. Gosavi 2 1 Assistant professor, Civil Engineering Department, Walchand Institute of Technology,

More information

Optimization of Tapered Cantilever Beam Using Genetic Algorithm: Interfacing MATLAB and ANSYS

Optimization of Tapered Cantilever Beam Using Genetic Algorithm: Interfacing MATLAB and ANSYS Optimization of Tapered Cantilever Beam Using Genetic Algorithm: Interfacing MATLAB and ANSYS K R Indu 1, Airin M G 2 P.G. Student, Department of Civil Engineering, SCMS School of, Kerala, India 1 Assistant

More information

Lesson 6: Assembly Structural Analysis

Lesson 6: Assembly Structural Analysis Lesson 6: Assembly Structural Analysis In this lesson you will learn different approaches to analyze the assembly using assembly analysis connection properties between assembly components. In addition

More information

Finite Element Buckling Analysis Of Stiffened Plates

Finite Element Buckling Analysis Of Stiffened Plates International Journal of Engineering Research and Development e-issn: 2278-067X, p-issn: 2278-800X, www.ijerd.com Volume 10, Issue 2 (February 2014), PP.79-83 Finite Element Buckling Analysis Of Stiffened

More information

Genetically Enhanced Parametric Design in the Exploration of Architectural Solutions

Genetically Enhanced Parametric Design in the Exploration of Architectural Solutions Genetically Enhanced Parametric Design in the Exploration of Architectural Solutions P. von Buelow University of Michigan, Ann Arbor, USA ABSTRACT: ParaGen is a method for exploring solution options in

More information

7 Fractions. Number Sense and Numeration Measurement Geometry and Spatial Sense Patterning and Algebra Data Management and Probability

7 Fractions. Number Sense and Numeration Measurement Geometry and Spatial Sense Patterning and Algebra Data Management and Probability 7 Fractions GRADE 7 FRACTIONS continue to develop proficiency by using fractions in mental strategies and in selecting and justifying use; develop proficiency in adding and subtracting simple fractions;

More information

SIZE OPTIMIZATION OF AIRCRAFT STRUCTURES

SIZE OPTIMIZATION OF AIRCRAFT STRUCTURES 26 TH INTERNATIONAL CONGRESS OF THE AERONAUTICAL SCIENCES SIZE OPTIMIZATION OF AIRCRAFT STRUCTURES S. Hernandez, A. Baldomir and J. Mendez Structural Engineering Department, University of Coruna Campus

More information

STRESS ANALYSIS AND DESIGN OPTIMIZATION WITH CATIA

STRESS ANALYSIS AND DESIGN OPTIMIZATION WITH CATIA Applied Computer Science, vol. 12, no. 1, pp. 27 39 Submitted: 2015-09-04 Revised: 2015-10-02 Accepted: 2015-10-23 CATIA, construction design, stress analysis, optimization Gürkan İRSEL * STRESS ANALYSIS

More information

Topology Optimization of an Engine Bracket Under Harmonic Loads

Topology Optimization of an Engine Bracket Under Harmonic Loads Topology Optimization of an Engine Bracket Under Harmonic Loads R. Helfrich 1, A. Schünemann 1 1: INTES GmbH, Schulze-Delitzsch-Str. 16, 70565 Stuttgart, Germany, www.intes.de, info@intes.de Abstract:

More information

ctbuh.org/papers Structural Member Monitoring of High-Rise Buildings Using a 2D Laser Scanner Title:

ctbuh.org/papers Structural Member Monitoring of High-Rise Buildings Using a 2D Laser Scanner Title: ctbuh.org/papers Title: Authors: Subject: Keyword: Structural Member Monitoring of High-Rise Buildings Using a 2D Laser Scanner Bub-Ryur Kim, Masters Degree Candidate, Yonsei University Dong Chel Lee,

More information

Quarter Symmetry Tank Stress (Draft 4 Oct 24 06)

Quarter Symmetry Tank Stress (Draft 4 Oct 24 06) Quarter Symmetry Tank Stress (Draft 4 Oct 24 06) Introduction You need to carry out the stress analysis of an outdoor water tank. Since it has quarter symmetry you start by building only one-fourth of

More information

Fixture Layout Optimization Using Element Strain Energy and Genetic Algorithm

Fixture Layout Optimization Using Element Strain Energy and Genetic Algorithm Fixture Layout Optimization Using Element Strain Energy and Genetic Algorithm Zeshan Ahmad, Matteo Zoppi, Rezia Molfino Abstract The stiffness of the workpiece is very important to reduce the errors in

More information

A Multiple Constraint Approach for Finite Element Analysis of Moment Frames with Radius-cut RBS Connections

A Multiple Constraint Approach for Finite Element Analysis of Moment Frames with Radius-cut RBS Connections A Multiple Constraint Approach for Finite Element Analysis of Moment Frames with Radius-cut RBS Connections Dawit Hailu +, Adil Zekaria ++, Samuel Kinde +++ ABSTRACT After the 1994 Northridge earthquake

More information

FB-MULTIPIER vs ADINA VALIDATION MODELING

FB-MULTIPIER vs ADINA VALIDATION MODELING FB-MULTIPIER vs ADINA VALIDATION MODELING 1. INTRODUCTION 1.1 Purpose of FB-MultiPier Validation testing Performing validation of structural analysis software delineates the capabilities and limitations

More information

pre- & post-processing f o r p o w e r t r a i n

pre- & post-processing f o r p o w e r t r a i n pre- & post-processing f o r p o w e r t r a i n www.beta-cae.com With its complete solutions for meshing, assembly, contacts definition and boundary conditions setup, ANSA becomes the most efficient and

More information

PTC Newsletter January 14th, 2002

PTC  Newsletter January 14th, 2002 PTC Email Newsletter January 14th, 2002 PTC Product Focus: Pro/MECHANICA (Structure) Tip of the Week: Creating and using Rigid Connections Upcoming Events and Training Class Schedules PTC Product Focus:

More information

White Paper. Scia Engineer Optimizer: Automatic Optimization of Civil Engineering Structures. Authors: Radim Blažek, Martin Novák, Pavel Roun

White Paper. Scia Engineer Optimizer: Automatic Optimization of Civil Engineering Structures. Authors: Radim Blažek, Martin Novák, Pavel Roun White Paper Scia Engineer Optimizer: Automatic Optimization of Civil Engineering Structures Nemetschek Scia nv Industrieweg 1007 3540 Herk-de-Stad (Belgium) Tel.: (+32) 013 55.17.75 Fax: (+32) 013 55.41.75

More information

General Information Project management Introduction... 4 Getting Started Input geometry... 7

General Information Project management Introduction... 4 Getting Started Input geometry... 7 Tutorial Shell Tutorial Shell All information in this document is subject to modification without prior notice. No part or this manual may be reproduced, stored in a database or retrieval system or published,

More information

How to re-open the black box in the structural design of complex geometries

How to re-open the black box in the structural design of complex geometries Structures and Architecture Cruz (Ed) 2016 Taylor & Francis Group, London, ISBN 978-1-138-02651-3 How to re-open the black box in the structural design of complex geometries K. Verbeeck Partner Ney & Partners,

More information

Application of shape optimization method to artificial leaf design

Application of shape optimization method to artificial leaf design Design and Nature VI 157 Application of shape optimization method to artificial leaf design M. Shimoda1 & Y. Nakata2 1 Department of Advanced Science and Technology, Toyota Technological Institute, Japan

More information

Improvement of Simulation Technology for Analysis of Hub Unit Bearing

Improvement of Simulation Technology for Analysis of Hub Unit Bearing TECHNICAL REPORT Improvement of Simulation Technology for Analysis of Hub Unit Bearing K. KAJIHARA Recently, severe development competition, a development process reform aiming for shorter development

More information

Design Verification Procedure (DVP) Load Case Analysis of Car Bonnet

Design Verification Procedure (DVP) Load Case Analysis of Car Bonnet Design Verification Procedure (DVP) Load Case Analysis of Car Bonnet Mahesha J 1, Prashanth A S 2 M.Tech Student, Machine Design, Dr. A.I.T, Bangalore, India 1 Asst. Professor, Department of Mechanical

More information

Torsional-lateral buckling large displacement analysis with a simple beam using Abaqus 6.10

Torsional-lateral buckling large displacement analysis with a simple beam using Abaqus 6.10 Torsional-lateral buckling large displacement analysis with a simple beam using Abaqus 6.10 This document contains an Abaqus tutorial for performing a buckling analysis using the finite element program

More information

Equipment Site Description

Equipment Site Description Equipment Site Description The primary objective of this project is to create a facility in which a full-scale subassembly can be subjected to complex loading and imposed deformation states at multiple

More information

Spotweld Failure Prediction using Solid Element Assemblies. Authors and Correspondence: Abstract:

Spotweld Failure Prediction using Solid Element Assemblies. Authors and Correspondence: Abstract: Spotweld Failure Prediction using Solid Element Assemblies Authors and Correspondence: Skye Malcolm Honda R&D Americas Inc. Email smalcolm@oh.hra.com Emily Nutwell Altair Engineering Email enutwell@oh.hra.com

More information

Geometric Modeling Lecture Series. Prof. G. Wang Department of Mechanical and Industrial Engineering University of Manitoba

Geometric Modeling Lecture Series. Prof. G. Wang Department of Mechanical and Industrial Engineering University of Manitoba Geometric Modeling 25.353 Lecture Series Prof. G. Wang Department of Mechanical and Industrial Engineering University of Manitoba Introduction Geometric modeling is as important to CAD as governing equilibrium

More information

MODELING OF A MICRO-GRIPPER COMPLIANT JOINT USING COMSOL MULTIPHYSICS SIMULATION

MODELING OF A MICRO-GRIPPER COMPLIANT JOINT USING COMSOL MULTIPHYSICS SIMULATION MODELING OF A MICRO-GRIPPER COMPLIANT JOINT USING COMSOL MULTIPHYSICS SIMULATION Mihăiţă Nicolae ARDELEANU, Veronica DESPA, Ioan Alexandru IVAN Valahia University from Targoviste E-mail: mihai.ardeleanu@valahia.ro,

More information

Automation of Static and Dynamic FEA Analysis of Bottomhole Assemblies

Automation of Static and Dynamic FEA Analysis of Bottomhole Assemblies Automation of Static and Dynamic FEA Analysis of Bottomhole Assemblies Nader E. Abedrabbo, Lev Ring & Raju Gandikota 1 Weatherford International 11909 Spencer Road, Houston, TX nader.abedrabbo@weatherford.com

More information

Introduction to FEM Modeling

Introduction to FEM Modeling Total Analysis Solution for Multi-disciplinary Optimum Design Apoorv Sharma midas NFX CAE Consultant 1 1. Introduction 2. Element Types 3. Sample Exercise: 1D Modeling 4. Meshing Tools 5. Loads and Boundary

More information

DIGITAL GENERATION OF CHINESE ICE-RAY LAT- TICE DESIGNS

DIGITAL GENERATION OF CHINESE ICE-RAY LAT- TICE DESIGNS S. Chien, S. Choo, M. A. Schnabel, W. Nakapan, M. J. Kim, S. Roudavski (eds.), Living Systems and Micro-Utopias: Towards Continuous Designing, Proceedings of the 21st International Conference of the Association

More information

Digital design of deployable scissor grids based on circle packing

Digital design of deployable scissor grids based on circle packing Proceedings of the International Association for Shell and Spatial Structures (IASS) Symposium 2015, Amsterdam 17-20 August 2015, Amsterdam, The Netherlands Digital design of deployable scissor grids based

More information

Chapter 1 Introduction

Chapter 1 Introduction Chapter 1 Introduction GTU Paper Analysis (New Syllabus) Sr. No. Questions 26/10/16 11/05/16 09/05/16 08/12/15 Theory 1. What is graphic standard? Explain different CAD standards. 2. Write Bresenham s

More information

Modelling Flat Spring Performance Using FEA

Modelling Flat Spring Performance Using FEA Modelling Flat Spring Performance Using FEA Blessing O Fatola, Patrick Keogh and Ben Hicks Department of Mechanical Engineering, University of Corresponding author bf223@bath.ac.uk Abstract. This paper

More information

WP1 NUMERICAL BENCHMARK INVESTIGATION

WP1 NUMERICAL BENCHMARK INVESTIGATION WP1 NUMERICAL BENCHMARK INVESTIGATION 1 Table of contents 1 Introduction... 3 2 1 st example: beam under pure bending... 3 2.1 Definition of load application and boundary conditions... 4 2.2 Definition

More information

Chapter 3 Analysis of Original Steel Post

Chapter 3 Analysis of Original Steel Post Chapter 3. Analysis of original steel post 35 Chapter 3 Analysis of Original Steel Post This type of post is a real functioning structure. It is in service throughout the rail network of Spain as part

More information

OPTIMAL DESIGN OF A ROOF USING BIOMIMETICS

OPTIMAL DESIGN OF A ROOF USING BIOMIMETICS 73 Mechanical Testing and Diagnosis ISSN 2247 9635, 2011 (I), Volume 1, 73-81 OPTIMAL DESIGN OF A ROOF USING BIOMIMETICS Tina KEGL II Gymnasium Maribor, Trg Miloša Zidanška 1, 2000 Maribor, SLOVENIA e-mail:

More information

AUTOMATED EXTRUSION DIE DESIGN INTEGRATED WITH SIMULATION OF MATERIAL FLOW

AUTOMATED EXTRUSION DIE DESIGN INTEGRATED WITH SIMULATION OF MATERIAL FLOW AUTOMATED EXTRUSION DIE DESIGN INTEGRATED WITH SIMULATION OF MATERIAL FLOW Nikolay Biba 1*, Sergey Stebunov 2, Andrey Lishny 2, Alexey Duzhev 2 1 Micas Simulation Ltd., 107 Oxford Road, Oxford, OX4 2ER,

More information

EXACT BUCKLING SOLUTION OF COMPOSITE WEB/FLANGE ASSEMBLY

EXACT BUCKLING SOLUTION OF COMPOSITE WEB/FLANGE ASSEMBLY EXACT BUCKLING SOLUTION OF COMPOSITE WEB/FLANGE ASSEMBLY J. Sauvé 1*, M. Dubé 1, F. Dervault 2, G. Corriveau 2 1 Ecole de technologie superieure, Montreal, Canada 2 Airframe stress, Advanced Structures,

More information

359. Parametrization-based shape optimization of shell structures in the case of free vibrations

359. Parametrization-based shape optimization of shell structures in the case of free vibrations 359. Parametrization-based shape optimization of shell structures in the case of free vibrations D. Dagys 1, V. Ostasevicius 2, R. Gaidys 3 1,2,3 Kaunas University of Technology, K. Donelaicio 73, LT-44029,

More information

Simulation of Automotive Fuel Tank Sloshing using Radioss

Simulation of Automotive Fuel Tank Sloshing using Radioss Simulation of Automotive Fuel Tank Sloshing using Radioss Prashant V. Kulkarni CAE Analyst Tata Motors. Pimpri, Pune - 411018, India Sanjay S. Patil Senior Manager Tata Motors. Pimpri, Pune - 411018, India

More information

Pseudo 3-D deposition and large-strain consolidation modeling of tailings deep deposits

Pseudo 3-D deposition and large-strain consolidation modeling of tailings deep deposits Pseudo 3-D deposition and large-strain consolidation modeling of tailings deep deposits Murray Fredlund, Matt Donaldson, Krishna Chaudhary SoilVision Systems Ltd ABSTRACT The design of deep deposits requires

More information

New Features Winter-Release 2018/2019

New Features Winter-Release 2018/2019 New Features Winter-Release 2018/2019 1NEW GREEN FAÇADE MODULE Content Feature-List Winter-Release 2018/19 Page 4 5 2 INTRODUCTION OF FULL FORCING Page 6 7 ITS ALL ABOUT A GREEN FUTURE 3 INTRODUCTION OF

More information

studying of the prying action effect in steel connection

studying of the prying action effect in steel connection studying of the prying action effect in steel connection Saeed Faraji Graduate Student, Department of Civil Engineering, Islamic Azad University, Ahar Branch S-faraji@iau-ahar.ac.ir Paper Reference Number:

More information

Creating and Analyzing a Simple Model in Abaqus/CAE

Creating and Analyzing a Simple Model in Abaqus/CAE Appendix B: Creating and Analyzing a Simple Model in Abaqus/CAE The following section is a basic tutorial for the experienced Abaqus user. It leads you through the Abaqus/CAE modeling process by visiting

More information

Analysis Steps 1. Start Abaqus and choose to create a new model database

Analysis Steps 1. Start Abaqus and choose to create a new model database Source: Online tutorials for ABAQUS Problem Description The two dimensional bridge structure, which consists of steel T sections (b=0.25, h=0.25, I=0.125, t f =t w =0.05), is simply supported at its lower

More information

Investigating the influence of bending in the structural behavior of tensegrity. modules using dynamic relaxation

Investigating the influence of bending in the structural behavior of tensegrity. modules using dynamic relaxation ICCM2014 28-30 th July, Cambridge, England Investigating the influence of bending in the structural behavior of tensegrity modules using dynamic relaxation L. Rhode-Barbarigos¹, *S. Adriaenssens 1 1 Form

More information

AUTOMATED 4 AXIS ADAYfIVE SCANNING WITH THE DIGIBOTICS LASER DIGITIZER

AUTOMATED 4 AXIS ADAYfIVE SCANNING WITH THE DIGIBOTICS LASER DIGITIZER AUTOMATED 4 AXIS ADAYfIVE SCANNING WITH THE DIGIBOTICS LASER DIGITIZER INTRODUCTION The DIGIBOT 3D Laser Digitizer is a high performance 3D input device which combines laser ranging technology, personal

More information

Published in: Proceedings of the International Association for Shell and Spatial Structures (IASS) Symposium 2015, Amsterdam

Published in: Proceedings of the International Association for Shell and Spatial Structures (IASS) Symposium 2015, Amsterdam Aalborg Universitet Metamorphosis Parigi, Dario Published in: Proceedings of the Symposium 2015, Amsterdam Creative Commons License CC0 1.0 Publication date: 2015 Document Version Publisher's PDF, also

More information

Multi-Objective Optimization of Gatling gun Tripod Based on Mesh. Morphing and RBF Model

Multi-Objective Optimization of Gatling gun Tripod Based on Mesh. Morphing and RBF Model Multi-Objective Optimization of Gatling gun Tripod Based on Mesh Morphing and RBF Model BINBIN HUA, RUILIN WANG, YONGJIAN LI, XIAOYONG KANG, HAO TIAN Department of Mechanical Engineering Shijiazhuang Mechanical

More information

Impact and Postbuckling Analyses

Impact and Postbuckling Analyses ABAQUS/Explicit: Advanced Topics Lecture 8 Impact and Postbuckling Analyses ABAQUS/Explicit: Advanced Topics L8.2 Overview Geometric Imperfections for Postbuckling Analyses ABAQUS/Explicit: Advanced Topics

More information

1.2 Connection configurations:

1.2 Connection configurations: 1.2 Connection configurations: 1.2.1 Simple connections: Simple connections are assumed to transfer shear only shear at some nominal eccentricity. Therefore such connections can be used only in non-sway

More information

Lecture 5 Modeling Connections

Lecture 5 Modeling Connections Lecture 5 Modeling Connections 16.0 Release Introduction to ANSYS Mechanical 1 2015 ANSYS, Inc. February 27, 2015 Chapter Overview In this chapter, we will extend the discussion of contact control begun

More information

Recent Advances on Higher Order 27-node Hexahedral Element in LS-DYNA

Recent Advances on Higher Order 27-node Hexahedral Element in LS-DYNA 14 th International LS-DYNA Users Conference Session: Simulation Recent Advances on Higher Order 27-node Hexahedral Element in LS-DYNA Hailong Teng Livermore Software Technology Corp. Abstract This paper

More information

Using Computer Aided Engineering Processes in Packaging Design Development

Using Computer Aided Engineering Processes in Packaging Design Development Using Computer Aided Engineering Processes in Packaging Design Development Jose Martinez, Miguel Angel Garcia Jose Luis Moreno Vicencio & Hugo Miranda Mabe, Mexico Mahesh Patel, Andrew Burkhalter, Eric

More information

Revised Sheet Metal Simulation, J.E. Akin, Rice University

Revised Sheet Metal Simulation, J.E. Akin, Rice University Revised Sheet Metal Simulation, J.E. Akin, Rice University A SolidWorks simulation tutorial is just intended to illustrate where to find various icons that you would need in a real engineering analysis.

More information