FORD WSS-M1A346-A1-2013 STEEL SHEET HOT ROLLED HSLA TO BE USED WITH FORD WSS-M99P1111-A (No direct replacement use CBP strategy).pdf

上传人:unhappyhay135 文档编号:751422 上传时间:2019-01-14 格式:PDF 页数:12 大小:77.81KB
下载 相关 举报
FORD WSS-M1A346-A1-2013 STEEL SHEET HOT ROLLED HSLA  TO BE USED WITH FORD WSS-M99P1111-A  (No direct replacement use CBP strategy).pdf_第1页
第1页 / 共12页
FORD WSS-M1A346-A1-2013 STEEL SHEET HOT ROLLED HSLA  TO BE USED WITH FORD WSS-M99P1111-A  (No direct replacement use CBP strategy).pdf_第2页
第2页 / 共12页
FORD WSS-M1A346-A1-2013 STEEL SHEET HOT ROLLED HSLA  TO BE USED WITH FORD WSS-M99P1111-A  (No direct replacement use CBP strategy).pdf_第3页
第3页 / 共12页
FORD WSS-M1A346-A1-2013 STEEL SHEET HOT ROLLED HSLA  TO BE USED WITH FORD WSS-M99P1111-A  (No direct replacement use CBP strategy).pdf_第4页
第4页 / 共12页
FORD WSS-M1A346-A1-2013 STEEL SHEET HOT ROLLED HSLA  TO BE USED WITH FORD WSS-M99P1111-A  (No direct replacement use CBP strategy).pdf_第5页
第5页 / 共12页
点击查看更多>>
资源描述

1、 ENGINEERING MATERIAL SPECIFICATION Material Name Specification Number Date Action Revisions 2013 05 06 N Status A1/2/3/4/5/6 no direct replacement, use CBP strategy D. Rhuno, NA 2002 11 12 Revised Uploaded in error, reverted back to version dated 2000-09-21 R. Lord 2002 11 11 Revised Rev 3.5, 3.7,

2、4.5, 4.11, added 4.11 to demonstrate acceptable weldability as part of the source approval process: The material supplier shall consistently produce spot welds which never experience any interfacial failure, regardless of the testing method (peel or shear) or the strain rate. The spot welding techni

3、que and number of spot welds shall be agreed between the Material Supplier and the relevant company Weld Inspection Activity, prior to the commencement of the source approval process. The aforementioned spot welding technique and associated parameters shall form part of the control plan. C.E. is def

4、ined as %C + %Mn/6 + %(Cr + Mo + V)/5 + (Ni + Cu)/15 3.8 SURFACE FINISH AND APPEARANCE These specifications define the surface appearance as Class 3, i.e. they shall be specified for parts of the vehicle that are concealed during normal use. The mean surface roughness Ra, the surface waviness Wca an

5、d the peak density are not defined. Unless otherwise specified via the Engineering Drawing, the SMRL (see para 3.6) or Purchase (Supply), these materials shall be coated with a light, even film of protective, company approved mill oil (rust preventative oil) or prelube. 3.9 PAINTABILITY Material sup

6、plied to these specifications must have prior approval for paintability by the responsible company activity. This approval shall be based on samples prepared to local process and performance requirements. (See para 5.9) 3.10 SUPPLIERS RESPONSIBILITY All materials supplied to this specification must

7、be equivalent in all characteristics to the material upon which approval was originally granted. Prior to making any changes to the material originally approved under this specification, whether or not such changes affect the materials ability to meet the specification requirements, the Supplier sha

8、ll notify the affected Purchasing, and Materials Engineering activities (with reasons), of the proposed changes. Upon notification of the Company, further instructions will be provided. ENGINEERING MATERIAL SPECIFICATION WSS-M1A346-A1/A6 Page 5 of 12 Copyright 2013, Ford Global Technologies, Inc. No

9、te: Suppliers should be prepared to provide test data and samples demonstrating compliance to this specification, if requested. Substance restrictions imposed by regulations or Company direction apply to the materials addressed by this document. The restrictions are identified in Restricted Substanc

10、e Management Standard WSS-M99P9999-A1. 4. APPROVAL OF MATERIALS Materials defined by this specification for direct supply to the Company must have prior approval. Certain materials subcontracted by part suppliers may also require prior approval. These include materials critical to the Companys busin

11、ess for regulatory, safety, environmental or compatibility requirements or contractual agreements. Suppliers desiring approval of their materials shall first obtain an expression of interest from either Purchasing, Design or Materials Engineering activity. Upon request, the Supplier shall submit a c

12、ompleted copy of their laboratory test reports, signed by a qualified and authorized representative of the test facility, demonstrating full compliance with all the requirements of this specification. 5. GENERAL INFORMATION The information given below is provided for clarification and assistance in

13、meeting the requirements of these specifications. 5.1 DOCUMENT ORIGIN This document was originally compiled as a collaborative effort between Ford Motor Company, Mazda (Mazda Motor Corporation) and Jaguar (Jaguar Cars), part of PAG (PAG is Premier Automotive Group). 5.2 INITIAL SUPPLIER APPROVAL BY

14、FORD (UNCOATED ONLY - For information for coated HSLA steel submissions see WSS-M1P94-A) For initial approval, the supplier should furnish the following information for each variant: . A plan detailing how each requirement of para 3 will be controlled on a continuing basis. . Test results from a typ

15、ical production sample for the requirements outlined in para 3, with the exception that paintability testing should be conducted on one sample. . The intent of para 3.7 is that the Material Supplier should assess material that aims towards the highest chemistry and thinnest gauge (i.e. the most diff

16、icult material to spot weld) for any given grade. ENGINEERING MATERIAL SPECIFICATION WSS-M1A346-A1/A6 Page 6 of 12 Copyright 2013, Ford Global Technologies, Inc. . Mechanical property histograms including mean and standard deviation values. Data should consist of a minimum of 40 measurements for eac

17、h property in para 3.5, taken from a minimum of 20 coils, while the process is operating in statistical control. Upon approval, the materials will be added to the Engineering Material Approved Source List. 5.3 MATERIAL USAGE For materials with a specified thickness below 1.80 mm, (see paras 3.2 Mate

18、rials Engineering, Testing Thickness 2.30 mm.) Test specimens and method based on JIS Z 2201. For materials with specified Tensile Strength under 490 MPa, values for Yield, Tensile Strength and Elongation area based on specimens taken in the longitudinal direction (0 deg to rolling). However, for ma

19、terials with specified Tensile Strength 490 MPa or over, values for Yield, Tensile Strength and Elongation area based on specimens taken in the transverse direction (90 deg to rolling). The figures in brackets (parentheses) for Yield strength and %Elongation, indicate typical values. Grade MES MM 10

20、0 MES MM 107 JFS A 1001 Yield Strength (Re) (MPa) Tensile Strength (Rm) (MPa) % Elongation (A50) (50 mm GL) r90 n90 r bar n bar JSH370W 215 - 335 (275) 370 min 35 48 (41) n/a n/a n/a n/a SPHN400W JSH400W 235 355 (295) 400 min 33 46 (39) n/a n/a n/a n/a SPHN440W JSH440W 275 390 (335) 440 min 30 43 (3

21、6) n/a n/a n/a n/a SPHN440R JSH440R 325 440 (385) 440 min 27 40 (34) n/a n/a n/a n/a SPHN490R JSH490R 365 490 (430) 490 min 23 37 (30) n/a n/a n/a n/a SPHN540R JSH540R 420 560 (490) 540 min 20 34 (28) n/a n/a n/a n/a SPHN590R JSH590R 450 - 600 590 min 18 - 32 n/a n/a n/a n/a (n/a means not applicabl

22、e) ENGINEERING MATERIAL SPECIFICATION WSS-M1A346-A1/A6 Page 12 of 12 Copyright 2013, Ford Global Technologies, Inc. TABLE 4: Typical Values Based on Japanese Practice (For Hot Dipped Galvannealed; Thickness 2.30 mm.) Test specimens and method based on JIS Z 2201. For materials with specified Tensile

23、 Strength under 490 MPa, values for Yield, Tensile Strength and Elongation area based on specimens taken in the longitudinal direction (0 deg to rolling). However, for materials with specified Tensile Strength 490 MPa or over, values for Yield, Tensile Strength and Elongation area based on specimens

24、 taken in the transverse direction (90 deg to rolling). The figures in brackets (parentheses) for Yield strength and %Elongation, indicate typical values. Grade MES MM 100 MES MM 108 JFS A 3011 Yield Strength (Re) (MPa) Tensile Strength (Rm) (MPa) % Elongation (A50) (50 mm GL) r90 n90 r bar n bar JA

25、H370W 225 - 345 (285) 370 min 34 - 47 (40) n/a n/a n/a n/a SPHM400W JAH400W 245 - 365 (305) 400 min 32 - 45 (39) n/a n/a n/a n/a SPHM440W JAH440W 280 - 400 (335) 440 min 29 - 42 (36) n/a n/a n/a n/a SPHM440R JAH440R 335 - 450 (395) 440 min 26 - 39 (33) n/a n/a n/a n/a (n/a means not applicable) 5.11

26、 REFERENCE DOCUMENTS The reference documents are: ASTM A 607 BS 1449 ASTM E 8M WSS-M1P94-A EN 10051 EN 10002 WSS-M1A347- ESB-M2P129-B ISO 6892 JIS G 3113 JIS G 3134 JIS G 3135 JFS A 1001 JFS A 2001 SAE J1392 JIS Z 2201 ISO 5951 EN 10029 ISO 2566/1 ASTM A 568M MES MN 606 SEW 092 EN 10149-2 JFS A 3011

27、 MES MM 100 MES MM 106 MES MM 107 MES MM 108 EN 10048 WSS-M99P9999-A1 ES-YC15-1N260-AA 5.12 METHOD OF SPECIFYING The specification on the Engineering Drawing shall include, if applicable, the surface quality; also the coating(s), as defined by WSS-M1P94-A. e.g. Steel, Sheet, Hot Rolled, HSLA, uncoated, minimum yield strength 300 MPa, for a non-visible component, would be specified thus: WSS-M1A346-A3: Class 3

展开阅读全文
相关资源
猜你喜欢
  • ASTM E329-2007 Standard Specification for Agencies Engaged in Construction Inspection and or Testing《工程检验和 或试验的参与机构用标准规范》.pdf ASTM E329-2007 Standard Specification for Agencies Engaged in Construction Inspection and or Testing《工程检验和 或试验的参与机构用标准规范》.pdf
  • ASTM E329-2007ae1 752 Standard Specification for Agencies Engaged in Construction Inspection and or Testing.pdf ASTM E329-2007ae1 752 Standard Specification for Agencies Engaged in Construction Inspection and or Testing.pdf
  • ASTM E329-2008 809 Standard Specification for Agencies Engaged in Construction Inspection and or Testing.pdf ASTM E329-2008 809 Standard Specification for Agencies Engaged in Construction Inspection and or Testing.pdf
  • ASTM E329-2009 1875 Standard Specification for Agencies Engaged in Construction Inspection and or Testing《建筑用材料的试验和 或检查机构的标准规范》.pdf ASTM E329-2009 1875 Standard Specification for Agencies Engaged in Construction Inspection and or Testing《建筑用材料的试验和 或检查机构的标准规范》.pdf
  • ASTM E329-2010 3125 Standard Specification for Agencies Engaged in Construction Inspection Special Inspection or Testing Materials Used in Construction《从事施工检查 特殊检查 或施工中材料试验的机构的标准规范.pdf ASTM E329-2010 3125 Standard Specification for Agencies Engaged in Construction Inspection Special Inspection or Testing Materials Used in Construction《从事施工检查 特殊检查 或施工中材料试验的机构的标准规范.pdf
  • ASTM E329-2011 red 6250 Standard Specification for Agencies Engaged in Construction Inspection Special Inspection or Testing Materials Used in Construction《从事施工检查 特殊检查 或施工用材料试验的机构的.pdf ASTM E329-2011 red 6250 Standard Specification for Agencies Engaged in Construction Inspection Special Inspection or Testing Materials Used in Construction《从事施工检查 特殊检查 或施工用材料试验的机构的.pdf
  • ASTM E329-2011a 0625 Standard Specification for Agencies Engaged in Construction Inspection Testing or Special Inspection《从事施工检查 特殊检查 或施工用材料试验的机构的标准规范》.pdf ASTM E329-2011a 0625 Standard Specification for Agencies Engaged in Construction Inspection Testing or Special Inspection《从事施工检查 特殊检查 或施工用材料试验的机构的标准规范》.pdf
  • ASTM E329-2011b 8125 Standard Specification for Agencies Engaged in Construction Inspection Testing or Special Inspection《施工检验 测试或专项检验从业机构执业标准规格》.pdf ASTM E329-2011b 8125 Standard Specification for Agencies Engaged in Construction Inspection Testing or Special Inspection《施工检验 测试或专项检验从业机构执业标准规格》.pdf
  • ASTM E329-2011c red 4375 Standard Specification for Agencies Engaged in Construction Inspection Testing or Special Inspection《建筑用材料的检验 测试或专项检查机构的标准规格》.pdf ASTM E329-2011c red 4375 Standard Specification for Agencies Engaged in Construction Inspection Testing or Special Inspection《建筑用材料的检验 测试或专项检查机构的标准规格》.pdf
  • 相关搜索

    当前位置:首页 > 标准规范 > 国际标准 > 其他

    copyright@ 2008-2019 麦多课文库(www.mydoc123.com)网站版权所有
    备案/许可证编号:苏ICP备17064731号-1