WELD PENETRATION MONITORING USING PAUT FOR ORTHOTROPIC DECKS & STRUCTURAL BOXES
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1 More info about this article: WELD PENETRATION MONITORING USING PAUT FOR ORTHOTROPIC DECKS & STRUCTURAL BOXES DALY SOUISSI B.ENG., M.SC.
2 Presentation overview Introduction Standard/client specification PAUT description Inspection methodology Validation Encoding Reporting Conclusion 2
3 Introduction Weld penetration monitoring alternatives Destructive testing(macro etch testing): Involves sectioning and/or breaking the welded section. Conventional UT: Several limitations (Poor beam coverage, unreasonable inspection time, subjective interpretation, etc.) Phased Array UT: Large beam coverage, recordable data, multiple views, repeatability,etc. 3
4 Introduction Scope: Canam Bridges requested Nucleom services for the determination of the weld penetration on PP in two differentprojects. Ribstodeckassembly:Thetoppartoftheorthotropicsteeldeck. Structuralboxes: Components of BMO Field s roof support beams(toronto). Ribs to deck assembly (Canam, Quebec) Roof support beams (BMO Field, Toronto) 4
5 Joints description: Introduction RibsareconnectedtothedeckwithaPPweldingpreparedinhalfV(connexionanglewithin60 80 ).Rib s wall thickness and its connection angle to the deck may vary depending on client and project specifications. Effective throat 5
6 Joints description: Introduction Boxes are fabricated using 4 panels with two different thickness. Panels are connected withhalfvppljoints.preparationisdoneonthethickerpanel. 6
7 Standard Rib Welding AASHTO june2012 7
8 Client specification: Standard For each type of boxes, the client welding engineering department required a specified penetration. For example: for preparation of 10mm, The effective throat should be 7mmatminimum. 8
9 Definition (PAUT = Phased Array Ultrasonic Testing) PAUT Introduction A mosaic of piezoelectric elements where the timing of each pulser/receiver excitation can be controlled electronically and independently The same physical principles than conventional UT apply Beam Steering Beam Focussing FiringSequence FiringSequence Elements Elements 9
10 PAUT Introduction PAUT technology A number of ultrasonic beams is fired at the same time at different angles (e.g ). Encoded inspection allows recording data along the scan for further analysis and verification. Different views are generated, A Scan, S Scan, C Scan etc. 10
11 Main Views PAUT Introduction A Scan S Scan C Scan 11 (TomoView screenshot)
12 Inspection methodology PAUT scan plan (weld coverage strategy) Orthotropic Deck Rib Deck plate Suggested Scan Plan (ES Beam, Civa, etc.) Resulting Sectorial scan (S Scan View) 12
13 Inspection methodology PAUT technique The probe is positioned so as to be able to detect the opposite corner and the upper tip of the non fused portion of the joint. The height from the corner to the upper tip represents the non fused section of the weldment. The percentage of non fused areais this height divided by the thickness of the plate. 13
14 Inspection methodology Equipment PAUT unit Magnetic wheels PAUT probe/wedge Scanner buggy 14
15 Inspection methodology PAUT scan plan (weld coverage strategy) StructuralBoxes Position 2 Position 1 Suggested Scan Plan (ES Beam, Civa, etc.) Deck plate Resulting Sectorial scan (S Scan View) 15
16 Inspection methodology Equipment Scanner buggy Magnetic wheels PAUT unit PAUT probe/wedge 16
17 Demonstration Block Validation (orthotropic deck project) 4 notches machined at different depths BOTTOM VIEW TOP VIEW 4 NOTCHES REFERENCE LINE 17
18 Demonstration Block configuration Validation (orthotropic deck project) Non fusion simulation: 4mm, 3mm, 2mm and 1mm 18
19 Resulting data The 4 indications are clear along the C Scan. S Scan and A Scan are used for a complete characterization. Validation (orthotropic deck project) TOP VIEW 4 NOTCHES 19
20 Detailed results Validation (orthotropic deck project) Accuracy of ±0,1mm for notch height measurements (approximately ±1% for weld penetration for a 9,5mm thick plate) 20
21 Validation with Macro Etch tests Validation (orthotropic deck project) Validation sample with 5 selected position TOP VIEW 4 NOTCHES REFERENCE LINE 21
22 Measurements validation Resultsshowamaximumdifferenceof0.3mmthen±3%inaccuracy. Validation (orthotropic deck project) Section # Scan position (mm) PAUT Measurement Non fused area mm % of penetration Macro Etch testing Non fused area mm % of penetration TOP VIEW ,1 88 1, ,6 72 2, , ,8 70 2, ,3 75 2, NOTCHES REFERENCE LINE 22
23 Encoding Scanning pattern Probe is moved with an encoded scanner PAUT data is saved every 1 millimeter (0,040in) Percentage of weld penetration is available for each position on the weld 23
24 Encoding PAUT data acquisition Important parameters to set Scan Resolution Scan Speed Data Size 24
25 Encoding Scanning pattern 25
26 Encoding PAUT data acquisition 26
27 Interpretation PAUT data analysis Orthotropic Deck 27
28 Interpretation PAUT data analysis Orthotropic Deck 28
29 Interpretation PAUT data analysis Orthotropic Deck 29
30 Interpretation PAUT data analysis Orthotropic Deck 30
31 Interpretation PAUT data analysis StructuralBoxes 31
32 Interpretation PAUT data analysis StructuralBoxes 32
33 Interpretation PAUT data analysis StructuralBoxes 33
34 Inspection report example Orthotropic Deck Reporting 34
35 Inspection report example Orthotropic Deck Reporting Weld penetration is showed by a color code 35
36 Inspection report example Structural Boxes Reporting 36
37 Advantages and limitations Advantages Penetration percentage is measured at all positions in the weld Accuracy on the weld penetration percentage is ±5% (±1% in optimal conditions) Repeatability,lesssubjectivityinacquisitionandanalysis Track record Can be adapted for different joint configuration Fastacquisition 37
38 Advantages and limitations Limitation Weld flaws can affect the data interpretation (undercuts, LOF) Weld profile can affect the data acquisition Requires expertise in PAUT technology Non constant long weld could require many hours of analysis. Electroniclimitations 38
39 Conclusion PAUT (Phased Array Ultrasonic Testing) is an efficient technique to monitor weld penetration for orthotropic bridges over the entire length of the weldment The technique has been proven on 5 different projects(bridges and steel structures) in collaborationwith 39
40 Conclusion The technique can include more than one probe in order to perform 2 or more simultaneous scans. It s possible to characterize flaws (Porosities, LOF, etc.) along the scan. A sensitivity calibrationisneededinthiscase. 40
41 S pecial t hanks t o: Fr ancis Boudr eaul t -Lecl er c Jér ôme Boudr eaul t -Lecl er c Ér ic Levesque 41
42 Thank you, quest ions ar e wel come! 42
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