FORD WSS-M1A347-A1-2013 STEEL SHEET COLD ROLLED HSLA TO BE USED WITH FORD WSS-M99P1111-A (No direct replacements use CBP strategy).pdf

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1、 ENGINEERING MATERIAL SPECIFICATION Date Action Revisions 2013 05 06 N Status A1/2/3/4/5/6 no direct replacements, use CBP strategy D. Rhuno, NA 2006 05 03 Revised Rev. 2, 3.2.1, 3.6, 3.8, 5.5, 5.13, 5.14, Added 3.2.2 deleted 3.1, 3.10 local procedure V1P-03-132 refers. Exceptions to this (for PAG)

2、shall be authorized by Materials Engineering. (* the currently released level) 3.2.3 Use of Engineering Specifications for Thickness (see also para 5.5) This para is for the Americas ONLY. Use ES-YC15-1N260-A(-)* ie. all plus thickness tolerances. (* the currently released level) 3.3 OTHER DIMENSION

3、S, TOLERANCES AND ASSOCIATED ITEMS . These shall be defined by the relevant national standards (see para 5.6) . As appropriate to the relevant national standards, the title of this paragraph shall be interpreted to include length, width, flatness, camber and mass. 3.4 CHEMICAL COMPOSITION (weight pe

4、rcent) The upper and lower limits of chemical composition of the controlled elements shall be established by the supplier and be included in the Control Plan. ENGINEERING MATERIAL SPECIFICATION WSS-M1A347-A1/A2/A3/A4/A5/A6 Copyright 2013, Ford Global Technologies, LLC Page 3 of 11 3.5 MECHANICAL PRO

5、PERTIES (Longitudinal Tensile Specimens)(50 mm Gauge Length) (ISO 6892/ASTM E 8M/EN 10002/JIS G 3135/JFS A 1001/JIS G 3113/ JIS G 3134/JFS A 2001) (Note: Certain gauge (thickness) limitations apply) Variant A1 A2 A3 A4 A5 A6 Yield Strength (0.2% offset) (MPa min) 220 250 300 350 400 450 (MPa max) 30

6、0 350 400 450 500 550 Tensile Strength (MPa min) 330 350 400 430 460 500 *Elongation 30 25 23 22 20 18 (% min) *A gauge length (GL) of 80 mm may be used for control purposes, with appropriate (multiplication factor of 1.10 (80 mm GL to 50 mm GL) correction in % Elongation. In all cases, 50 mm will b

7、e considered the referee standard gauge length. # See also para 4.3. 3.6 FORMABILITY The quality level of steel supplied to fabricate a specific component shall be negotiated between the manufacturing activity and the steel supplier. Steel cleanliness may involve the use of a mutually agreed referee

8、 method. Acceptance of subsequent orders by the steel supplier for a given component at the agreed upon quality level implies that all steel supplied will be of a comparable quality level and will form that part satisfactorily as defined by the manufacturing activity. The company may, at its option

9、and in agreement with the steel supplier, define characteristics such as mechanical properties, testing direction, formability, surface texture, oiling, thickness to demonstrate acceptable weldability as part of the source approval process: The material supplier shall consistently produce spot welds

10、 which never experience any interfacial failure, regardless of the testing method (peel or shear) or the strain rate. The spot welding technique 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

11、source approval process. The aforementioned spot welding technique and associated parameters shall form part of the control plan. C.E. is defined as %C + %Mn/6 + %(Cr + Mo + V)/5 + (Ni + Cu)/15 ENGINEERING MATERIAL SPECIFICATION WSS-M1A347-A1/A2/A3/A4/A5/A6 Copyright 2013, Ford Global Technologies,

12、LLC Page 4 of 11 3.8 SURFACE FINISH AND APPEARANCE Some applications will require the surface appearance to be defined as Class 1, Class 2, or Class 3 as appropriate: . A Class 1 surface shall be specified for parts of the vehicle that are exposed to view after paint or trim. . A Class 2 surface sha

13、ll be specified for parts of the vehicle not covered by trim materials but exposed to view when the doors or enclosure lids are in an open position. . A Class 3 surface shall be specified for parts of the vehicle that are concealed during normal use. Unless otherwise specified via the Engineering Dr

14、awing or CAD file, or Purchase (Supply), these materials shall be coated with a light, even film of protective, company approved mill oil (rust preventative oil) or prelube. (See also para 5.9) 3.9 PAINTABILITY Material supplied to these specifications must have prior approval for paintability by th

15、e responsible company activity. This approval shall be based on samples prepared to local process and performance requirements. (See para 5.10) 5. GENERAL INFORMATION The information given below is provided for clarification and assistance in meeting the requirements of these specifications. 5.1 DOC

16、UMENT 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 FORD (UNCOATED ONLY - For information for coated HSLA ste

17、el 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 typical production sample for the requirements outlined in p

18、ara 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 difficult material to spot weld) for any given grade. . Mecha

19、nical property histograms including mean and standard deviation values. Data should consist of a minimum of 40 measurements for each 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 Engine

20、ering Material Approved Source List. ENGINEERING MATERIAL SPECIFICATION WSS-M1A347-A1/A2/A3/A4/A5/A6 Copyright 2013, Ford Global Technologies, LLC Page 5 of 11 5.3 MATERIAL USAGE For materials with a specified thickness below 1.80 mm, (see paras 3.2 1 micrometer (+/- 0.5 micrometer) band width; 12.5

21、 mm min effective traverse length; flat skid type) is defined thus: . Class 1 (also known as B (EN 10130) or full finish (FF); Ra 1.1 - 1.6 (2.5 mm cut-off). Peak Density 45 ppcm (peak valley pairs per centimeter) min (at 2.5 mm cut-off). . Class 2 (also known as A (EN 10130) or General Purpose (GP)

22、: Ra 1.1 - 1.7 (2.5 mm cut-off) Peak Density not defined. . Class 3 Ra and Peak Density not defined. 5.9.3 North American Guidance Refer to the Advanced Technology and Material Engineering (AT Thickness 0.80 mm.) Test specimens and method based on JIS Z 2201. Values for Yield, Tensile Strength and E

23、longation area based on specimens taken in the transverse direction (90 to rolling). The figures in brackets (parentheses) for Yield strength and % Elongation, indicate typical values. Grade MES MM 106 JFS A 2001 Yield Strength (Re) (MPa) Tensile Strength (Rm) (MPa) % Elongation (A50) (50 mm GL) r90

24、 n90 r bar n bar SPCN340W JSC340W 195 295 (235) 340 min 35 45 (40) n/a n/a n/a n/a SPCN390P JSC390P 195 295 (245) 390 min 33 44 (38) n/a n/a 1.4 min n/a SPCN390W JSC390W 235 345 (285) 390 min 31 42 (37) n/a n/a n/a n/a SPCN440P JSC440P 235 345 (305) 440 min 30 41 (34) n/a n/a 1.3 min n/a SPCN440W JS

25、C440W 275 380 (325) 440 min 28 40 (33) n/a n/a n/a n/a JSC440R 345 450 (380) 440 min 25 - 37 (32) n/a n/a n/a n/a SPCN590R JSC590R 420 - 570 590 min 17 - 32 n/a n/a n/a n/a (n/a means not applicable) ENGINEERING MATERIAL SPECIFICATION WSS-M1A347-A1/A2/A3/A4/A5/A6 Copyright 2013, Ford Global Technolo

26、gies, LLC Page 11 of 11 TABLE 4: Typical Values Based on Japanese Practice (For Hot Dipped Galvannealed; Thickness 0.80 mm.) Test specimens and method based on JIS Z 2201. Values for Yield, Tensile Strength and Elongation area based on specimens taken in the transverse direction (90 to rolling). The

27、 figures in brackets (parentheses) for Yield strength and % Elongation, indicate typical values. Grade 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 SPCM340W JAC340W 205 - 305 (255) 340 min 34 - 44 (38) n/a n/a n/a n/a S

28、PCM390P JAC390P 205 - 305 (255) 390 min 32 - 43 (37) n/a n/a 1.3 min n/a SPCM390W JAC390W 245 - 355 (310) 390 min 30 - 41 (35) n/a n/a n/a n/a SPCM440P JAC440P 245 - 355 (305) 440 min 28 - 39 (33) n/a n/a 1.2 min n/a SPCM440W JAC440W 285 - 390 (335) 440 min 27 - 39 (33) n/a n/a n/a n/a SPCM590R JAC5

29、90R 430 - 580 590 min 14 - 29 n/a n/a n/a n/a (n/a means not applicable) 5.13 REFERENCE DOCUMENTS The reference documents are: ASTM A 607 BS 1449 ASTM E 8M WSS-M1P94-A EN 10002 ESB-M2P130-A ESB-M2P129-B EN 10049 ISO 6892 SEW 093 JIS G 3113 JIS G 3134 JFS A 1001 JFS A 2001 SAE J1392 JIS Z 2201 MES MM

30、 101 EN 10130 EN 10131 SEP 1940 ISO 2566/1 WSS-M1A346 MES MN 606 JIS G 3135 MES MM 106 EN 10268 MES MM 108 JFS A 3011 ASTM A 568M ES-YC15-1N260-A(-) ES6G91-1N260-A(-) V1P-03-132 WSS-M99P9999-A1 ES-6H52-00001-A* WSS-M99P1111-A 5.14 METHOD OF SPECIFYING The specification on the Engineering Drawing or

31、CAD file shall include, if applicable, the surface quality; also the coating(s), as defined by WSS-M1P94-A. e.g. Steel, Sheet, Cold Rolled, HSLA, hot dipped zinc coated, minimum yield strength 350 MPa, for a non-visible component, would be specified thus: WSS-M1A347-A4: Class 3 Coated to WSS-M1P94-A, 60G60G-HD

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