FORD ESD-M7H42-B6-2012 WEBBING SEAT BELT TO BE USED WITH FORD WSS-M99P1111-A (Shown on FORD ESD-M7H42-A1).pdf
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1、 ENGINEERING MATERIAL SPECIFICATIONMaterial Name File Control No. Specification NumberDate Release No. Release/Revision1992 10 30 C10176310 3.8 Revised1991 03 28 C01031536 3.3.2 Revised1984 04 19 SM/ER 1044 TC Released J JoshiWP 3948-a Page 1 of 7 WEBBING, SEAT BELT ESD-M7H42-A1/A7ESD-M7H42-B1/B7ESD
2、-M7H42-C1/C61. SCOPEThe mate rial defined by this specification is a uniformly woven beltwebbing with improved resistanc e to twisting. The webbing has to meet ECE16.04.2. APPLICATIONThis specification was released originally for material used for inertiareel and/or static type safety belts in autom
3、otive vehicles.3. REQUIREMENTSTh e material must be conditioned for a minimum of 24 h at 23 +/- 2 C and50 +/- 5 % relative humidity prior to test and tested under the sameconditions.3.1 APPEARANCEColour, pattern and fin ish shall match the Master Sample as releasedby the Design department.3.2 IDENTI
4、FICATION3.2.1 By Appearance8 +/- 1 % Elongation-6 bars or 6 bars and 3 surface yarn orone surface yarn on plain pattern.12 +/- 1 % Elongation-8 bars or 8 bars and 3 surface yarn orno lines of surface yarns on plain pattern.15 +/- 1 % Elongation-1 2 bars and no surface yarn or 3 yarnson plain pattern
5、.17 +/- 1 % Elongation-9 bars or 9 bars and 3 surface yarn or2 lines of surface yarns on plain pattern.ENGINEERING MATERIAL SPECIFICATIONESD-M7H42-A1/A7DELTA ESD-M7H42-B1/B7ESD-M7H42-C1/C6WP 3948-b Page 2 of 7 3.2.2 By SuffixOrdinary SmoothEdge EdgeNon-Federal A 1 2 3 7 4 5 6Federal B 1 2 3 7 4 5 6L
6、ow Friction C 1 2 3 4 5 6% 8 12 17 15 8 12 17Any webbing with slits or cuts will be rejected.3.3 DIMENSIONS3.3.1 Width ESD-M7H42-A/C 48 + 1,0 mm- 2,0 mmL ESD-M7H42-B 48 +/- 1 mmAll other dimensions as specified on Engineering drawings.The width shall not be less than 46 mm under a tension of 10 kN.3
7、.3.2 Thickness (original), max(ASTM D 1777)ESD-M7H42-A1/2/3/4/5/6 1,3 mmESD-M7H42-B1/2/3/4/5/6 1,3 mmESD-M7H42-C1/2/3/4/5/6 1,3 mmESD-M7H42-A/B7 1,6 mmThickness after Humidity Aged Sample as per Para . 3.5.4. willbe within the specified limit. All other dimens ions shall beas specified on Engineerin
8、g drawings.3.4 CONSTRUCTION AND COMPOSITIONConstruction and compos ition of the webbing are at the discretion ofth e supplier, providing his product fully meets all of theperformance requirements laid down in this material specification.Each supplier must provide the Materials Laboratory, at the tim
9、e heseeks approval and reapproval for his material, with accurateconstruction, composition and original tensile s trength values x.bar-3S of minimum 20 tests.3.5 TENSILE STRENGTH(SAE Standard J4C, Paragraph 7.2)The webbing will be rejected if either edge of t he test sample breakswithin 5 % of the m
10、ax. breaking load being attained. The differencebetween the breaking lo ads of any two tests shall not exceed 10 % ofthe greater of the breaking loads being measured.ENGINEERING MATERIAL SPECIFICATIONESD-M7H42-A1/A7DELTA ESD-M7H42-B1/B7ESD-M7H42-C1/C6WP 3948-b Page 3 of 7 3.5.1 a) Tensile Strength (
11、original)ESD-M7H42-A) 1 & 4 min 28,00 kNor ) 2 & 5 min 24,75 kNESD-M7H42-C) 3 & 6 min 24,75 kNESD-M7H42-A 7 min 30,00 kNb) DELTA ESD-M7H42-B 1 & 4 min 28,00 kN2 & 5 min 27,10 kN3 & 6 min 24,75 kN7 min 30,00 kN3.5.2 Tensile Strength (wet)min 80 % of its original value.Immerse the test specimen for 3
12、h in distilled w ater to which0,1 % (by weight) of an ethylene-oxide condensate ofalkylphenol has been added as a wetting agent. After removalfrom water, shake off excess liquid and conduct the tensilestrength assessment within 5 minutes.3.5.3 Tensile Strength at Low Temperaturemin 80 % of its origi
13、nal value.Place the test specimen in a cold box maintained at minus 30+/- 2 C o n a flat surface for 1 1/2 hours. Fold the testspecimen upon itself and place a weight of 2 kg upon the bentsection for 30 minutes. The weight must be prev iously cooledto ambient temperature in the cold box. The ten sil
14、e strengthassessment is conducted within 5 minutes after removal fromthe cold box.3.5.4 Tensile Strength after Humidity Ageingmin 80 % of its original value.Place the test specimen in a humidity cabinet maintained at60 +/- 2 C and relative humidity of 65 +/- 5 % for 3 h. Thetens ile strength must be
15、 assessed within 5 minutes afterremoval from the humidity cabinet.3.5.5 Tensile Strength after Abrasion Testing(SAE J4C Paragraph 7.4, 2500 cycles)min 80 % of its original value.Abraded test samples should lie flat.3.5.6 Tensile Strength after Fadeometer Ageing(FLTM EU-BN 17-1, 200 SFH)min 60 % of i
16、ts original value.ENGINEERING MATERIAL SPECIFICATIONESD-M7H42-A1/A7DELTA ESD-M7H42-B1/B7ESD-M7H42-C1/C6WP 3948-b Page 4 of 7 3.5.7 Tensile Strength after Weatherometer Ageing(SAE J4C Para. 7.5, 100 h without water spray)min 60 % of its original value.3.6 ELONGATION(SAE J4C Para 7.2)1 & 4: 8 +/- 1 %
17、at 10 kN load2 & 5: 12 +/- 1 % at 10 kN load3 & 6: 17 +/- 1 % at 10 kN load7 : 15 +/- 1 % at 10 kN load3.7 ENERGY ABSORBING CHARACTERISTICSThe work done ratio shall not be less than 60 %.The work done: not less than 0,7 kN/1 mmPrepare a test specimen and fit into the tensile test machine so thatthe
18、distance between the clamps is 220 +/- 20 mm. Apply a force of200 N at a test rate of 100 mm/minute. Mark off a test span of 200mm equidistant between the clamps. Increase the force to 11 kN atthe s ame rate. Measure the elongation. Reduce the force to theoriginal 200 N at the same rate. Re-measure
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