ASTM A931-1996(2002) Standard Test Method for Tension Testing of Wire Ropes and Strand《金属丝绳和绞线拉伸试验的标准试验方法》.pdf
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1、Designation: A 931 96 (Reapproved 2002)Standard Test Method forTension Testing of Wire Ropes and Strand1This standard is issued under the fixed designation A 931; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year of last rev
2、ision. A number in parentheses indicates the year of last reapproval. Asuperscript epsilon (e) indicates an editorial change since the last revision or reapproval.1. Scope1.1 This test method covers the tension testing of wire ropesand strand at room temperature, specifically to determine theminimum
3、 acceptance strength or nominal strength, yieldstrength, elongation, and modulus of elasticity.1.2 The values stated in inch-pound units are to be regardedas the standard. The SI units given in parentheses are forinformation only.1.3 This standard does not purport to address all of thesafety concern
4、s, if any, associated with its use. It is theresponsibility of the user of this standard to establish appro-priate safety and health practices and determine the applica-bility of regulatory limitations prior to use. Specific precau-tionary statements are given in Note 1, Note 2, Note 3, andNote 5.2.
5、 Referenced Documents2.1 ASTM Standards:A 586 Specification for Zinc-Coated Parallel and HelicalSteel Wire Structural Strand and Zinc-Coated Wire forSpun-In-Place Structural Strand2A 603 Specification for Zinc-Coated Steel Structural WireRope2B 6 Specification for Zinc3E 4 Practices for Force Verifi
6、cation of Test Machines4E 6 Terminology Relating to Methods of Mechanical Test-ing4E 8 Test Methods for Tension Testing of Metallic Materials43. Terminology3.1 The terminology relating to tensile testing in Terminol-ogy E 6 applies to this test method. In addition, the followingdefinitions for wire
7、rope will apply:3.2 Definitions:3.2.1 abrasionfrictional surface wear on the wires of awire rope.3.2.2 aggregate areasee area, metallic.3.2.3 aggregate strengththe strength derived by totallingthe individual breaking strengths of the elements of the strandor rope. This strength does not give recogni
8、tion to thereduction in strength resulting from the angularity of theelements in the rope, or other factors that may affect efficiency.3.2.4 area, metallicsum of the cross-sectional areas of allwires either in a wire rope or in a strand.3.2.5 breaking strengththe ultimate load at which a tensilefail
9、ure occurs in the sample of wire rope being tested.3.2.6 DiscussionThe term breaking strength is synony-mous with actual strength.3.2.7 cablea term loosely applied to wire rope, wirestrand, and electrical conductors.3.2.8 centerthe axial member of a strand about which thewires are laid.3.2.9 classif
10、icationgroup or family designation based onwire rope constructions with common strengths and weightslisted under the broad designation.3.2.10 constructiongeometric design description of thewire ropes cross section. This includes the number of strands,the number of wires per strand, and the pattern o
11、f wirearrangement in each strand.3.2.11 corethe axial member of a wire rope about whichthe strands are laid.3.2.12 fiber corecord or rope of vegetable or syntheticfiber used as the core of a rope.3.2.13 galvanized ropewire rope made up of galvanizedwire.3.2.14 galvanized strandstrand made up of galv
12、anizedwire.3.2.15 gradewire rope or strand classification by strengthor type of material, that is, Class 3, Type 302 stainless,phosphor bronze, etc. It does not apply to strength of theindividual wires used to manufacture the rope or strand.3.2.16 independent wire rope core (IWRC)a wire ropeused as
13、the core of a larger wire rope.3.2.17 inner wiresall wires of a strand except the outer orcover wires.1This test method is under the jurisdiction of ASTM Committee A01 on Steel,Stainless Steel, and Related Alloys and is the direct responsibility of SubcommitteeA01.03 on Steel Rod and Wire.Current ed
14、ition approved March 10, 1996. Published May 1996. Originallypublished as A 931 94. Last previous edition A 931 94.2Annual Book of ASTM Standards, Vol 01.06.3Annual Book of ASTM Standards, Vol 02.04.4Annual Book of ASTM Standards, Vol 03.01.1Copyright ASTM International, 100 Barr Harbor Drive, PO Bo
15、x C700, West Conshohocken, PA 19428-2959, United States.3.2.18 lay(a) the manner in which the wires in a strand orthe strands in a rope are helically laid, or (b) the distancemeasured parallel to the axis of the rope (or strand) in which astrand (or wire) makes one complete helical convolution about
16、the core (or center). In this connection, lay is also referred to aslay length or pitch.3.2.19 minimum acceptance strengththat strength that is 21/2 % lower than the catalog or nominal strength. Thistolerance is used to offset variables that occur during samplepreparation and actual physical test of
17、 a wire rope.3.2.20 modulus of elasticitythe slope of the elastic portionof the stress-strain curve. The ratio of stress to correspondingstrain below the proportional limit. This value is generallytaken between 20 and 50 % of the nominal strength.3.2.21 nominal strengththe published (catalog) streng
18、thcalculated by a standard procedure that is accepted by the wirerope industry. The wire rope manufacturer designs wire rope tothis strength, and the user should consider this strength whenmaking design calculations.3.2.22 socketgeneric name for a type of wire rope fitting.3.2.23 stranda plurality o
19、f round or shaped wires heli-cally laid about a center.3.2.24 wire ropestrands helically laid around a core.3.2.25 wire strand core (WSC)a wire strand used as thecore of a wire rope.4. Significance and Use4.1 Wire rope tests are generally to be performed on newrope. The use of wire rope in any appli
20、cation can reduceindividual wire strengths due to abrasion and nicking that willresult in the wire rope strength being reduced. Damage to theouter wires will also lower the maximum strength achievedduring tension testing.4.2 The modulus of elasticity of wire rope is not consideredto be a standard re
21、quirement at this time. The determination ofthis material property requires specialized equipment andtechniques.4.3 Rope to be tested should be thoroughly examined toverify that no external wire damage is present. If present, itshould be noted. When possible, a new undamaged sampleshould be obtained
22、 for testing.4.4 End attachments and their installation can directly affectbreaking strength achieved during testing. Any attachment thatcan be used to directly achieve the required rope breakingstrength can be used. Standard testing with a poured socket,using zinc, white metal or thermoset resin, h
23、as been consideredthe most efficient. Proficiency in attachment of any fitting canhave a direct effect on the final test results.5. Interferences5.1 Visual examination of the sample for any damage toouter wires should be done. If any damage is evident, thesample should not be used. The purpose of th
24、is test method isto verify the nominal or maximum strength the wire rope orstrand can achieve.5.2 Measurement of the rope or strand sample is necessaryto document the size, length between end attachments, andlength of lay of the rope if necessary. Further details regardingthis will be discussed in t
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