ASTM E2948-2016 Standard Test Method for Conducting Rotating Bending Fatigue Tests of Solid Round Fine Wire《实心圆细钢丝的旋转弯曲疲劳试验的标准试验方法》.pdf

《ASTM E2948-2016 Standard Test Method for Conducting Rotating Bending Fatigue Tests of Solid Round Fine Wire《实心圆细钢丝的旋转弯曲疲劳试验的标准试验方法》.pdf》由会员分享，可在线阅读，更多相关《ASTM E2948-2016 Standard Test Method for Conducting Rotating Bending Fatigue Tests of Solid Round Fine Wire《实心圆细钢丝的旋转弯曲疲劳试验的标准试验方法》.pdf（10页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: E2948 16Standard Test Method forConducting Rotating Bending Fatigue Tests of Solid RoundFine Wire1This standard is issued under the fixed designation E2948; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year of l

2、ast 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 is intended as a procedure for theperformance of rotating bending fatigue tests of solid roundfine wir

3、e to obtain the fatigue strength of metallic materials ata specified life in the fatigue regime where the strains (stresses)are predominately and nominally linear elastic. This testmethod is limited to the fatigue testing of small diameter solidround wire subjected to a constant amplitude periodic s

4、train(stress). The methodology can be useful in assessing the effectsof internal material structure, such as inclusions, in melttechnique and cold work processing studies. However, there isa caveat. The strain, due to the radial strain gradient imposedby the test methodology, is a maximum at the sur

5、face and zeroat the centerline. Thus the test method may not seek out the“weakest link,” largest inclusions, that govern uniaxial highcycle fatigue life where the strain is uniform across the crosssection and where fatigue damage initiates at a subsurfacelocation (1-5).2Also, pre-strain, which can i

6、nfluence fatiguelife, is not included in this test method.NOTE 1The following documents, although not specificallymentioned, are considered sufficiently important to be listed in this testmethod:ASTM STP 566 Handbook of Fatigue TestingASTM STP 588 Manual on Statistical Planning and Analysis for Fati

7、gueExperimentsASTM STP 731 Tables for Estimating Median Fatigue Limits (6-8)1.2 The values stated in inch-pound units are to be regardedas standard. The values given in parentheses are mathematicalconversions to SI units that are provided for information onlyand are not considered standard.2. Refere

8、nced Documents2.1 ASTM Standards:3E177 Practice for Use of the Terms Precision and Bias inASTM Test MethodsE468 Practice for Presentation of Constant Amplitude Fa-tigue Test Results for Metallic MaterialsE691 Practice for Conducting an Interlaboratory Study toDetermine the Precision of a Test Method

9、F562 Specification for Wrought 35Cobalt-35Nickel-20Chromium-10Molybdenum Alloy for Surgical ImplantApplications (UNS R30035)E739 Practice for StatisticalAnalysis of Linear or LinearizedStress-Life (S-N) and Strain-Life (-N) Fatigue DataE1823 Terminology Relating to Fatigue and Fracture Testing2.2 AN

10、SI Standard:4ANSI B4.1 Standard Limits and Fits3. Terminology3.1 Definitions:3.1.1 Terms used in this practice shall be as defined inTerminology E1823.4. Summary of Test Method4.1 This test methodology describes a means to characterizethe fatigue response of small diameter solid round wire usinga ro

11、tating bending test. Small diameter wire, to be consistentwith Specification F562 definition of “fine wire”, is less than orequal to a diameter of 0.063 in. (1.60 mm). The wire issubjected to a constant-amplitude bending strain (stress) whileit rotates at a fixed speed. This creates a fully reversed

12、, R =(minimum strain (stress)/ maximum strain (stress)= 1, bend-ing strain at any point on the circumference of the wire. Thenumber of revolutions or cycles is counted until a failure1This test method is under the jurisdiction of ASTM Committee E08 on Fatigueand Fracture and is the direct responsibi

13、lity of Subcommittee E08.05 on CyclicDeformation and Fatigue Crack Formation.Current edition approved May 1, 2016. Published June 2016. Originallyapproved in 2014. Last previous edition approved in 2014 as E294814. DOI:10.1520/E2948-162The boldface numbers in parentheses refer to a list of reference

14、s at the end ofthis standard.3For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For Annual Book of ASTMStandards volume information, refer to the standards Document Summary page onthe ASTM website.4Available from American Nationa

15、l Standards Institute (ANSI), 25 W. 43rd St.,4th Floor, New York, NY 10036, http:/www.ansi.org.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States1(fracture into two or more distinct pieces) is detected. Surfaceeffects due to environmenta

16、l factors (for example corrosion orcavitation) can be extremely important in assessing fatigueperformance. Such effects can be assessed in a myriad ofenvironments (air, phosphate buffered saline (PBS), NaCl, O2,N2, varying humidity, etc.) using the protocol outlined in thestandard.5. Significance an

17、d Use5.1 A method for obtaining fatigue strain (stress) at aspecific life is of interest to the wire manufacturer, designer andconsumer. The method is useful in production control, materialacceptance and determination of the fatigue strain (stress) ofthe wire at a specific fatigue life, that is, fat

18、igue strength.Rotating bending fatigue testing of small diameter solid roundwire is possible by looping a specimen of predetermined lengththrough an arc of 90 to 180. The bending strain (stress) isdetermined from the geometry of the loop thusly formed. Themethodology is capable of high frequency tes

19、ting provided thetemperature of the test article is constant and there is noadiabatic heating of the wire. A constant temperature can bemaintained by immersing the specimen in a constant tempera-ture fluid bath or test media. This makes it practical to quicklytest a sufficient number of specimens to

20、 provide a statisticalfrequency distribution or survival probability distribution offatigue life at a given strain (stress). Fatigue life information isuseful to ascertain wire in-service durability and to assess, forexample, the effects of melt practice and cold work processing.6. Methods6.1 Non-gu

21、ided or guided rotating bending tests, or both areincluded in this test method.Typical test frequency ranges from1 to 37 000 cycles per minute. Test frequency should beselected carefully since it can influence the rate at whichfatigue damage accumulates. In the guided rotating bendingtest, the guidi

22、ng mandrel maintains the test specimen geometryand is recommended for test specimens under high bendingstrain (stress); test specimens that exhibit strain (stress)-induced phase transformations; test specimens with asymmetri-cal tension and compression behavior; test specimens with anon-central neut

23、ral axis and test specimens exhibiting exces-sive vibration during high speed tests (9, 10).6.1.1 Non-guided rotating bending fatigue testThe ends ofthe precut wire are attached to two driven, parallel, counter-rotating, shafts such as illustrated in Fig. 1. Or, in an alternatemethod, one end of the

24、 wire (precut to a precise length) isattached to a driven shaft and the other end is inserted into arestraining bushing, Fig. 2. The wire end is free to rotate withinthe bushing. A cumulative cycle counter records each revolu-tion of the wire as a fatigue cycle. Cumulative cycles can alsobe determin

25、ed from the time to fracture at a constant rotationrate. The specimen is rotated in the arc geometry until a failureoccurs (herein defined as complete separation or fracture of thewire) tripping the failure sensor, see Fig. 1 and Fig. 2, andterminating the test. Spacing between the rotating shafts a

26、ndthe specimen length determine the bending strain (stress)through the radius of curvature thereby making the bendingA) Dual driven collets: Both wire ends are held in driven collets. An environmental chamber may be placed on the platform and tests can be performed in a temperaturecontrolled liquid

27、medium. Loss of electrical continuity from one collet through the wire to the other collet indicates wire fracture and test termination. B) Wire supports: Thewire passes through slits in the supports to maintain in-plane motion of the wire during the test. The supports should be placed such that the

28、y do not impose any additionalforce or torque on the wire. Preferred placement for the supports is just off the apex of the wire loop perpendicular to a tangent to the loop. The support material shouldbe a low friction material and support placement should be chosen to minimize friction.FIG. 1 Non-G

29、uided Rotating Bending Apparatus with Counter-Rotating ShaftsE2948 162strain (stress) readily adjustable. It is necessary to maintain theshaft spacing and specimen length relations of X1.1 for a validtest. These relations ensure a zero bending moment at thecollets (or collet and bushing) and an axia

30、l stress that isnegligible compared to the maximum bending stress at themidpoint of the specimen.6.1.2 Guided rotating bending fatigue testOne end of theprecut test wire is attached to a driven shaft, Fig. 3. The wirepasses through a bushing to help reduce vibration and ensuremore consistent results

31、. The test wire is then bent around amandrel (or in a machined groove) of a low friction materialwith a fixed radius of curvature.The mandrel radius determinesthe outer-fiber strain (stress). The other end of the wire issupported by an idler mandrel in which the wire freely spins.Acumulative cycle c

32、ounter records each revolution of the wire asa fatigue cycle. The specimen rotates while bent around themandrel until a failure occurs (herein defined as completeseparation or fracture of the wire) tripping the failure sensorand terminating the test.6.2 Fracture detectionMultiple forms of fracture d

33、etec-tion devices are available. In one method a corrosion resistantmetal wire is connected electrically such that when contact ismade with the fractured metal test specimen the test isterminated and the instrument motor and timer/cycle counterstop. Fracture detection by sensing electrical continuit

34、y be-tween the collets should be limited to less than 1 mA mm-2.Other possible fracture detection devices are fiber optic or lasersensors that are triggered by the fracture of the test specimen.7. Test Procedure7.1 Non-guided rotating bending fatigue testThe speci-men free length and the collet-to-c

35、ollet or collet-to-bushingshaft spacing are determined from the desired fatigue strain orsubsequent nominal elastic stress amplitude, the wire diameterand the modulus of elasticity of the material under test. SeeX1.1 for strain and nominal elastic stress calculations. A cast,or curvature of the wire

36、, is commonly associated with cold-drawn wire. The wire should be straightened only by handA) L-bracket: Contains support bushing and allows for adjustment of driven collet to bushing spacing. B) Bushing: In this apparatus, there is a single driven collet. Thewire is free to rotate in the bushing. C

37、learance between the wire and inside diameter of the bushing is important in order to minimize the tendency of the wire to “fly out”of the bushing. Too great a clearance and the wire may not remain in place and too small a clearance may prevent rotation. C) Collet: The spacing of a single driven col

38、letto bushing fixes the strain amplitude. D) Wire supports: The wire passes through small slits in the supports so that it can be held in-plane during the test. Preferredplacement for the supports is just off the apex of the wire loop perpendicular to a tangent to the loop. A test setup with a colle

39、t to bushing spacing (that is, center distanceas defined in X1.1) greater than 4-5 inches (10.2-12.7 cm) would benefit from an extra set of supports (not shown) to help minimize possible wire out-of-plane oscillation.E) Break detector: When the wire fractures, contact will be made with one of the st

40、rategically placed break detectors. The break detector is a corrosion resistant metal wire,electrically connected such that when contact is made with the metal test specimen the test is terminated and the instrument motor and timer/cycle counter stop. It isrecommended to place one break detector nea

41、r the apex of the wire loop and a second detector between the support and the collet. Detectors should be placed within5 10 mm of the rotating wire. Adequate detector to wire clearance is necessary to prevent premature shut down.FIG. 2 Non-Guided Rotary Bending Apparatus with Bushing and Rotating Sh

42、aftE2948 163without the use of any mechanical straightening operation toprevent any possible changes in material properties. However,if the desired service state includes mechanical or thermal-mechanical straightening then mechanical or thermal-mechanical straightening is acceptable. The wire is ass

43、umed tobe in a zero residual stress state. If this is not the case, anassessment of the residual stress state and its influence on theresults should be made and reported with the test results. Itshould then be cut-to-length and the collet-to-collet or collet-to-bushing shaft center distance adjusted

44、 and set according tothe calculations in X1.1. Clamp the wire in the collet, insertingthe other end in the proper collet or bushing location, andlocate the supports and fractured wire sensors. Be cautious atthis point in the test set-up so as not to kink or unduly bend thewire. It is critical that t

45、he supports cause the wire to remain ina single vertical or horizontal plane throughout the test.Out-of-plane displacement or oscillation of the specimenshould be less than 5 mm. Low friction materials, such aspolyoxymethylene or polytetrafluoroethylene, are recom-mended for the support material. Me

46、tallic supports such asbronze, with or without lubrication, are not recommendedbecause of higher friction coefficients and possible corrosioninteraction. Placement of wire supports just off the apex of thewire loop will minimize oscillation. Multiple supports may beused for large collet-to-collet or

47、 collet-to-bushing spacing.Friction between the specimen and support may cause fractureunder the support. In this case the test result is consideredinvalid. If the wire is held by a pin-vise collet, cautiously clampthe wire so as not to impart distortion or wire breakage at thecollet. Carefully set

48、the wire to wire-support clearance and thewire to bushing clearance. Clearances should be set to conformto an ANSI Standard RC8 Loose Running Fit (ANSI B4.1). Inthe case of the wire supports, too little clearance will hinderrotation resulting in a frictional torque on the wire and invalidtest result

49、. In the case of the bushing, too great a clearance maylead to the wire jumping out of the bushing during the test ortoo little a clearance may lead to a frictional torque on the wireand invalid test result. Rotate the collet by hand to ensure thespecimen is properly aligned in the collet(s) and supports toprevent excessive vibration or out-of-plane skew or oscillation.When using an environmental bath, the test specimen shouldbe positioned with bath-in-place and allowed to equilibrate tothe bath temperature. The amount of time required for equili-bration will depend on