GMW GMW16537-2012 Metal Bonding Structural Adhesive Acceptance Criteria and Repair Procedures - Welded Bonded Rivet Bonded and Bonded Structures Issue 2 English《焊接粘合 铆钉粘合和粘合结构的金属粘合.pdf
《GMW GMW16537-2012 Metal Bonding Structural Adhesive Acceptance Criteria and Repair Procedures - Welded Bonded Rivet Bonded and Bonded Structures Issue 2 English《焊接粘合 铆钉粘合和粘合结构的金属粘合.pdf》由会员分享,可在线阅读,更多相关《GMW GMW16537-2012 Metal Bonding Structural Adhesive Acceptance Criteria and Repair Procedures - Welded Bonded Rivet Bonded and Bonded Structures Issue 2 English《焊接粘合 铆钉粘合和粘合结构的金属粘合.pdf(12页珍藏版)》请在麦多课文档分享上搜索。
1、 WORLDWIDE ENGINEERING STANDARDS Material Specification GMW16537 Metal Bonding Structural Adhesive Acceptance Criteria and Repair Procedures - Welded Bonded, Rivet Bonded, and Bonded Structures Copyright 2012 General Motors Company All Rights Reserved February 2012 Originating Department: North Amer
2、ican Engineering Standards Page 1 of 12 1 Scope Note: Nothing in this standard supercedes applicable laws 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
3、 and repair procedures for structural adhesives in automotive products for which GM is responsible for establishing or approving product design. This standard does not apply to hem flange or anti-flutter (semi-structural) adhesives. 1.2 Applicability. This standard applies to any applications where
4、a structural adhesive is used to bond metallic automotive substrates. The criteria established in this standard become mandatory when referenced in product release information. Deviations from any adhesive criteria provided in this standard must be identified in product release information or an app
5、roved Product Quality Standard (PQS) document. 1.3 Usage. Structural bonds are considered satisfactory when they meet the performance requirements, defined in the material specification GMW15200 Metal Bonding Structural Adhesive Performance Requirements. Service loads on structures containing adhesi
6、ve in a vehicle are varied in both type and magnitude and cannot be addressed by this standard. Therefore, while the adhesive quality criteria of this standard are consistent with service loading requirements, they have been established specifically for use in process and product monitoring. Any att
7、empted application of this document to other uses, such as post-crash quality assessment, may lead to an erroneous result or conclusion. Discrepant adhesive applications may still contribute to the integrity of the assembly by retaining a portion of their engineering properties. 1.4 Clarification. F
8、or clarification of this standard or editorial comments, email the GM Global Weld Council at: . Proposed changes to this standard must be presented to the Global Weld Council. To suggest a change to this standard, reference the “Procedure for Weld Standard Changes” on the Global Weld Councils web pa
9、ge. 2 References Note: Only the latest approved standards are applicable unless otherwise specified. 2.1 External Standards/Specifications. None 2.2 GM Standards/Specifications. GMW14057 GMW15200 GMW14058 GMW15563 2.3 Additional References. GMS Operating Guidelines and Global Launch Manual, Section
10、B4 GQR120-18 Global Quality Requirements Procedure for Weld Standard Changes Copyright General Motors Company Provided by IHS under license with General Motors CompanyNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-GM WORLDWIDE ENGINEERING STANDARDS GMW16537 Copyri
11、ght 2012 General Motors Company All Rights Reserved February 2012 Page 2 of 12 3 Requirements 3.1 General Acceptance Criteria. 3.1.1 Correct Material. The structural adhesive applied shall be the material specified in the design release documentation and/or the Process Data Sheet (see Figures A1 and
12、 A2). The product is non-conforming if incorrect material is being applied. 3.1.2 Material Open Time, Closed Time and Shelf-Life. The “open time”, “closed time” and “shelf-life” of the material shall not exceed the requirements in the material specifications. Material with “open time”, “closed time”
13、, or “shelf life” exceeding the specifications shall be replaced and the system shall be purged. The material shall not be exposed to temperatures during storage which exceed the requirements in the material specifications. 3.1.3 Substrate Gap. Substrate gap refers to the amount of separation betwee
14、n the faying surfaces of a joint. The maximum allowable gap is 0.5 mm (1.4 mm for full spectrum impact resistant (IR) adhesive). Joints that exceed the desired gap should have the product and/or process adjusted to reduce the gap to the desired range. 3.1.4 Substrate Condition. Cleaning of the fayin
15、g surfaces is not required unless visibly contaminated by dirt, dust, corrosion, or other foreign matter. Preparation of the faying surfaces is not required unless specified in the material specifications. 3.2 Visual Acceptance Criteria. 3.2.1 Bead Location. The bead position on the flange, includin
16、g the start and stop location, is properly located when installed within 6 mm from the location indicated in the design release documentation and/or the Process Data Sheet (see Figures A3 and A1). Beads not properly located require the process to be adjusted to the specified start and stop locations
17、 as well as bead position along the flange (see Figure A3). Bead position across the flange may be adjusted to achieve wet out and to minimize or eliminate excess material squeezed out of the joint (see Figures A3 and A4). Dissimilar metal joints (e.g., aluminum to steel) bonded flanges or adhesive
18、bead applications identified as the “primary seal” require visible adhesive squeeze out on both sides of the flange. Squeeze-out of adhesive is not allowed in locating holes, fixing holes and tooling holes. For other types of holes, e.g., clearance holes, drain holes, etc., small amounts of squeeze-
19、out can be accepted as long as functionality is not degraded and work environment and wash-off problems do not occur. Local squeeze-out towards the paint shop side of the flange shall be used to prevent pockets or undercuts where there is a risk of moisture intrusion between a paint shop seal and a
20、weld through adhesive. Missing beads cause the product to be nonconforming. 3.2.2 Wet Out. Wet out is defined as the “footprint” of adhesive surface area on each of the flanges in a joint that the adhesive covers. It is required that both flange surfaces exhibit evidence of adhesive contact (flatten
21、ing of the dispensed bead) after separation. Actual transfer of adhesive during this separation may, or may not occur (see Figure A4). On flange surfaces that do not exhibit some evidence of adhesive “footprint” on both flanges the process is to be adjusted to eliminate the condition. 3.2.3 Wet Out
22、Width. The wet out width is to be a minimum 7 mm wide to a maximum of 100% of the flange width (see Figures A4 and A5). It is to be measured on the bead application flange surface at the narrowest place. If the wet out width is less than 7 mm at the narrowest place, then the bead is to be adjusted t
23、o eliminate the condition. 3.2.4 Voids, Skips or Interruptions. Adhesive voids, skips or interruptions are discontinuities and cannot be counted in the effective bond line length. Any voids, skips or interruptions in adhesive bead applications identified as “primary seal”, cause the product to be no
24、nconforming. 3.3 Measurable Acceptance Criteria. 3.3.1 Effective Bond Line Length (Le). Adhesive bond lines that have an effective length greater than or equal to the minimum required length (as described in Table 1) are acceptable provided that the maximum allowable discontinuity value listed in Ta
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