GMW GMW15425-2013 Weld Acceptance Criteria and Repair Procedures Laser Fillet Welds in Lap Joints - Steel Issue 2 English.pdf
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1、 WORLDWIDE ENGINEERING STANDARDS Material Specification GMW15425 Weld Acceptance Criteria and Repair Procedures Laser Fillet Welds in Lap Joints - Steel Copyright 2013 General Motors Company All Rights Reserved December 2013 Page 1 of 13 1 Scope Note: Nothing in this standard supercedes applicable l
2、aws and regulations. Note: In the event of conflict between the English and domestic language, the English language shall take precedence. 1.1 Purpose. This standard provides the acceptance criteria and repair procedures for continuous roof joint laser fillet welds for which GM is responsible for es
3、tablishing or approving product design. 1.2 Applicability. This standard is applicable to autogenous laser welding process (LBW). The criteria established in this standard become mandatory when referenced on a weld design document. Deviations from any weld criteria provided in this standard must be
4、identified on a weld design document. 1.3 Usage. Welded structures are considered satisfactory when they carry the intended service loads for a required period. Service loads on weldments in a vehicle are varied in both type and magnitude and cannot be addressed by this standard. Therefore, while we
5、ld quality criteria of this standard are consistent with service loading requirements, they have been established specifically for use in process and product monitoring. Any attempted application of this document to other uses, such as post-crash weld quality assessment, may lead to an erroneous res
6、ult or conclusion. Discrepant welds by retaining a portion of their engineering properties may still contribute to the integrity of the assembly. 1.4 Clarification. For clarification of this standard or editorial comments, email the GM Weld Council at . Proposed changes to this standard must be pres
7、ented to the Global Weld Council. To suggest a change to this standard, reference the “Procedure for Weld Standard Changes” on the Global Weld Councils webpage. 2 References Note: Only the latest approved standards are applicable unless otherwise specified. 2.1 External Standards/Specifications. Non
8、e 2.2 GM Standards/Specifications. GMW15563 3 Requirements 3.1 General Acceptance Criteria. 3.1.1 Categories of Welds. 3.1.1.1 Structural Welds. Structural welds are required for performance of the welded product. All welds are structural unless specifically noted as process welds on the weld design
9、 document. 3.1.1.2 Process Welds. Process welds are installed to facilitate in-process assembly, but are not required for structural performance of the product. Process welds must be approved by Product Engineering and shown on the weld design document. 3.1.2 Evaluation of Welds. 3.1.2.1 Structural
10、Welds. Structural welds shall be evaluated to the requirements of 3.2 and 3.3. See Appendix B. 3.1.2.2 Process Welds. Process welds shall be evaluated to the requirements of 3.2.1, 3.2.2 and 3.2.3. Copyright General Motors Company Provided by IHS under license with General Motors CompanyNot for Resa
11、leNo reproduction or networking permitted without license from IHS-,-,-GM WORLDWIDE ENGINEERING STANDARDS GMW15425 Copyright 2013 General Motors Company All Rights Reserved December 2013 Page 2 of 13 3.2 Visual Acceptance Criteria. 3.2.1 Weld Location. Welds are properly located when installed withi
12、n 3 mm from the start and end locations indicated on the weld design document or weld template. Weld beads not correctly located require that the welding process be adjusted to the original qualified setup. 3.2.2 Surface Cracks. Weld beads with any surface cracks that are visible without the aid of
13、magnification are discrepant. See Glossary. 3.2.3 Burn-Through. Burn-Through (hole) is a discontinuity and the length of Burn-Through cannot be counted in the effective weld length. See Glossary. 3.2.4 Meltback. Meltback is a discontinuity and the length of meltback cannot be counted in the effectiv
14、e weld length. Welds with meltback over the length specified on the design document are discrepant. See Glossary. 3.2.5 Melt-Through. When a weld bead with melt-through extending more than 0.2 x t2 (the bottom piece being welded) beyond the bottom surface occurs, the welding process is to be adjuste
15、d to the original qualified setup. Weld beads with melt-through are not discrepant welds. See Glossary. 3.2.6 Direction of Weld. Weld beads that deviate from a specified weld direction (if indicated on the weld design document) are discrepant. 3.2.7 Spatter. When weld spatter occurs on a surface vis
16、ible to the customer the weld spatter must be removed. Spatter does not make the weld bead discrepant. The cause of spatter shall be determined and eliminated. 3.2.8 Skip. A skip is a discontinuity and the length of skip cannot be counted in the effective weld length. Welds with skips over the lengt
17、h specified on the design document are discrepant. See Glossary. 3.2.9 Surface Porosity. When surface porosity is present and determined to be unacceptable, the process shall be adjusted to its original qualified setup to eliminate the porosity. 3.3 Measurable Acceptance Criteria. 3.3.1 Effective We
18、ld Length (Le). Weld beads that have an effective length greater than or equal to the required weld bead length (as described in Table 1) are acceptable provided that the maximum allowable discontinuity value listed in Table 1 is not exceeded. Weld beads that do not have an effective weld length gre
19、ater than or equal to the required weld bead length (as described in Table 1) are discrepant. Weld beads exceeding the maximum allowed weld length (Lw + 2Lt) shall have the welding process adjusted to the initial qualified setup. See Figure D1 in Appendix D. Table 1: Weld Length Requirements Note 1
20、Note 1: A single discontinuity may not exceed 16 mm for any weld bead. Effective Weld Length = Le = La - Ld Minimum Required Weld Length = Lr = Lw Lt Where: Le = Effective Weld Length La = Actual Weld Length Ld = combined discontinuity lengths Lr = Minimum Required Weld Length Specified Weld Length
21、(mm) Lw Maximum Allowable Length (mm) for Any Single Discontinuity listed in of Appendix B Weld Length Tolerance (mm) Lt 41 to 100 5 6 100 8 +2 for every additional 25 mm 10% of Lw Copyright General Motors Company Provided by IHS under license with General Motors CompanyNot for ResaleNo reproduction
22、 or networking permitted without license from IHS-,-,-GM WORLDWIDE ENGINEERING STANDARDS GMW15425 Copyright 2013 General Motors Company All Rights Reserved December 2013 Page 3 of 13 Lw = Specified Weld Length 3.3.2 Weld Cross-Section(s). The required number and location of the representative cross-
23、section samples are specified GMW15563. Figure A1 in Appendix A illustrates a typical laser weld bead cross-section. 3.3.2.1 Leg Length (b). The leg length is the distance from the weld root to the weld toe of the weld where there is evidence of fusion. The leg length is acceptable when the leg leng
24、th is greater than or equal to 0.7 x tmin (the thinner metal being welded). See Figure A1 in Appendix A. 3.3.2.2 Throat Thickness (a). The throat thickness is the minimum distance minus any convexity between any weld root and the weld face. The throat thickness is acceptable when the throat thicknes
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