ASTM D6818-2014 red 8295 Standard Test Method for Ultimate Tensile Properties of Rolled Erosion Control Products《轧制腐蚀控制产品的拉伸性能的标准试验方法》.pdf
《ASTM D6818-2014 red 8295 Standard Test Method for Ultimate Tensile Properties of Rolled Erosion Control Products《轧制腐蚀控制产品的拉伸性能的标准试验方法》.pdf》由会员分享,可在线阅读,更多相关《ASTM D6818-2014 red 8295 Standard Test Method for Ultimate Tensile Properties of Rolled Erosion Control Products《轧制腐蚀控制产品的拉伸性能的标准试验方法》.pdf(4页珍藏版)》请在麦多课文档分享上搜索。
1、Designation: D6818 02 (Reapproved 2009)D6818 14Standard Test Method forUltimate Tensile Properties of Turf ReinforcementMatsRolled Erosion Control Products1This standard is issued under the fixed designation D6818; the number immediately following the designation indicates the year oforiginal adopti
2、on or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. Asuperscript epsilon () indicates an editorial change since the last revision or reapproval.1. Scope1.1 This test method covers strip test procedures for determining the tensile
3、properties of Turf Reinforcement Mats(TRM).Rolled Erosion Control Products (RECP).1.2 The values stated in SI units are to be regarded as the standard. The values given in parentheses are provided for informationpurposes only.1.3 This standard does not apply to TRMsRECPs made of composite materials
4、where the component providing thereinforcement cannot be tested for tensile strength with the procedure herein described. In this case, the established ASTM testingmethod, which is most appropriate for that material, shall be used instead.1.4 This standard does not purport to address all of the safe
5、ty concerns, if any, associated with its use. It is the responsibilityof the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatorylimitations prior to use.2. Referenced Documents2.1 ASTM Standards:2D76D76/D76M Specification for Tensi
6、le Testing Machines for TextilesE177 Practice for Use of the Terms Precision and Bias in ASTM Test MethodsE691 Practice for Conducting an Interlaboratory Study to Determine the Precision of a Test Method3. Terminology3.1 Definitions:3.1.1 breaking load, nthe maximum force applied to a specimen in a
7、tensile test carried to rupture.3.1.1.1 DiscussionMaterials that are brittle usually rupture at the maximum force. Materials that are ductile usually experience a maximum forcebefore rupturing.3.1.2 constant rate of extension (CRE) tensile testing machinea testing machine in which the rate of increa
8、se of specimenlength is uniform with time.3.1.3 elongation, nthe ratio of the extension of a material to the length of the material prior to stretching. (Compare extension.)3.1.4 extension, nthe change in length of a material due to stretching. (Compare elongation.)3.1.5 rupture, vthe act of burstin
9、g.3.1.6 strip test, nin TRMRECP testing, a tensile test in which the full width of the specimen is gripped in the clamps.3.1.7 tensile test, nin geosynthetics, a test in which a geosynthetic material is stretched in one direction to determine the force- elongation characteristics, the breaking force
10、, or the breaking elongation.1 This test method is under the jurisdiction of ASTM Committee D35 on Geosynthetics and is the direct responsibility of Subcommittee D35.05 on Geosynthetic ErosionControl.Current edition approved June 1, 2009May 1, 2014. Published July 2009May 2014. Originally approved i
11、n 2002. Last previous edition approved in 20022009 as D6818 02. 02 (2009). DOI: 10.1520/D6818-02R09.10.1520/D6818-14.2 For referencedASTM standards, visit theASTM website, www.astm.org, or contactASTM Customer Service at serviceastm.org. For Annual Book of ASTM Standardsvolume information, refer to
12、the standards Document Summary page on the ASTM website.This document is not an ASTM standard and is intended only to provide the user of an ASTM standard an indication of what changes have been made to the previous version. Becauseit may not be technically possible to adequately depict all changes
13、accurately, ASTM recommends that users consult prior editions as appropriate. In all cases only the current versionof the standard as published by ASTM is to be considered the official document.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United
14、 States14. Summary of Test Method4.1 A test specimen is clamped in a tensile testing machine and a force applied to the specimen until it breaks. Values for thebreaking force and elongation of the test specimen are obtained from machine scales, dials, autographic recording charts, or acomputer inter
15、faced with the testing machine. Also, points along the stress/strain curve can be reported.5. Significance and Use5.1 The strip test in this test method is considered satisfactory for acceptance testing of commercial shipments of TurfReinforcement Mats Rolled Erosion Control Products since the metho
16、d has been used extensively in the trade for acceptancetesting.5.1.1 In case of disagreement arising from differences in reported test values when using this test method for acceptance testingof commercial shipments, the purchaser and the supplier should conduct comparative tests to determine if the
17、re is statistical biasbetween their laboratories. Competent statistical assistance is recommended for the investigation of bias. As a minimum, the twoparties should take a group of test specimen which are as homogeneous as possible and are from a lot of material of the type inquestion. The test spec
18、imen should then be randomly assigned in equal numbers to each laboratory for testing. The average resultsfrom the two laboratories should be compared using Students t-test for unpaired data and an acceptable probability level chosenby the two parties before testing is begun. If bias is found, eithe
19、r its cause must be found and corrected, or the purchaser and thesupplier must agree to interpret future results in the light of the known bias.6. Apparatus6.1 Tensile Testing Machine, of the Constant Rate of Extension (CRE) type conforming to Specification D76D76/D76M, withrespect to force indicati
20、on, working range, capacity, and elongation indicator and designed for operation at a speed of 300 6 10mm/min (12 6 0.5 in./min).6.2 Clamps and Jaw FacesEach jaw face shall be smooth, flat, and with a metallic or other agreed upon surface. The facesshall be parallel and have machining centers with r
21、espect to one another in the same clamp and to the corresponding jaw face ofthe other clamp. The jaw faces shall measure at least 10 mm (0.5 in.) wider than the specimen being tested and at least 25 mm(1.0 in.) in height.7. Sampling7.1 Lot SampleTake a lot sample as directed in the applicable materi
22、al specifications.7.2 Laboratory SampleFrom each roll or piece of TRMRECP taken from the lot sample, cut at least one laboratory samplethe full width of the TRMRECP and 1 m (1 yd) along the edge in the machine direction.7.3 Test SpecimenFrom each laboratory sample, take five specimens from each dire
23、ction for each test.7.4 Cut specimens with their long dimension parallel either to the machine direction or to the cross machine direction, or cutspecimens for testing both directions as required. Unless otherwise specified, take specimens no nearer to the machine directionedge of the TRMRECP than o
24、ne tenth of the width of the TRM.RECP.7.5 Cut each specimen 100 mm (4 in.) wide, by at least 150 mm (6 in.) long.NOTE 1The length of the specimen depends on the type of clamps being used. The specimen should be long enough to extend through the clampsand project at least 12.5 mm (12 in.) at each end
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