ASTM D4018-1999(2008) Standard Test Methods for Properties of Continuous Filament Carbon and Graphite Fiber Tows《碳及石墨纤维束的连续长丝抗拉特性的标准试验方法》.pdf
《ASTM D4018-1999(2008) Standard Test Methods for Properties of Continuous Filament Carbon and Graphite Fiber Tows《碳及石墨纤维束的连续长丝抗拉特性的标准试验方法》.pdf》由会员分享,可在线阅读,更多相关《ASTM D4018-1999(2008) Standard Test Methods for Properties of Continuous Filament Carbon and Graphite Fiber Tows《碳及石墨纤维束的连续长丝抗拉特性的标准试验方法》.pdf(7页珍藏版)》请在麦多课文档分享上搜索。
1、Designation: D 4018 99 (Reapproved 2008)Standard Test Methods forProperties of Continuous Filament Carbon and GraphiteFiber Tows1This standard is issued under the fixed designation D 4018; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revi
2、sion, 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.This standard has been approved for use by agencies of the Department of Defense.1. Scope1.1 These test methods
3、cover the preparation and tensiletesting of resin-impregnated and consolidated test specimensmade from continuous filament carbon and graphite yarns,rovings, and tows to determine their tensile properties.1.2 These test methods also cover the determination of thedensity and mass per unit length of t
4、he yarn, roving, or tow toprovide supplementary data for tensile property calculation.1.3 These test methods include a procedure for sizingremoval to provide the preferred desized fiber samples fordensity measurement. This procedure may also be used todetermine the weight percent sizing.1.4 These te
5、st methods include a procedure for determiningthe weight percent moisture adsorption of carbon or graphitefiber.1.5 The values stated in SI units are to be regarded as thestandard. The values in parentheses are for information only.1.6 This standard does not purport to address all of thesafety conce
6、rns, 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.2. Referenced Documents2.1 ASTM Standards:2D70 Test Method for Density of Semi-Soli
7、d BituminousMaterials (Pycnometer Method)D 1193 Specification for Reagent WaterD 3800 Test Method for Density of High-Modulus FibersD 5550 Test Method for Specific Gravity of Soil Solids byGas PycnometerE4 Practices for Force Verification of Testing MachinesE83 Practice for Verification and Classifi
8、cation of Exten-someter Systems2.2 Other Document:CRC Handbook of Chemistry and Physics33. Terminology3.1 Definition:3.1.1 sizing, na generic term for compounds which, whenapplied to yarn or fabric, form a more or less continuous solidfilm around the yarn and individual fibers.3.2 Definitions of Ter
9、ms Specific to This Standard:3.2.1 desized fiber, nfiber which has had a sizing removedfrom it.3.2.2 fiber, ncontinuous filament carbon or graphite yarn,roving, or tow.3.2.3 sized fiber, na fiber with a sizing applied to it.3.2.4 unsized fiber, nfiber which has never had a sizingapplied to it.3.3 Sy
10、mbols3.3.1 AUnit conversion factor for tensile strength3.3.2 BUnit conversion factor for tensile modulus3.3.3 Efiber chord modulus3.3.4 lLower strain limit3.3.5 uUpper strain limit3.3.6 kccorrection factor for density of size3.3.7 Lspecimen length3.3.8 MULthe mass per unit length of the sized fiber3
11、.3.9 MULIthe mass per unit length of the impregnatedand consolidated fiber3.3.10 Pmaximum load3.3.11 Pltensile load at lower strain limit3.3.12 Putensile load at upper strain limit3.3.13 rfdensity of the fiber3.3.14 rsfdensity of the fiber with sizing3.3.15 RCweight percent of resin (resin content)1
12、These test methods are under the jurisdiction of ASTM Committee D30 onComposite Materials and are the direct responsibility of Subcommittee D30.03 onConstituent/Precursor Properties.Current edition approved Nov. 1, 2008. Published December 2008. Originallyapproved in 1981. Last previous edition appr
13、oved in 2004 as D 4018 99(2004).2For 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.3CRC Press Inc., Boca Raton,
14、Ann Arbor, London, Tokyo, 73rd Edition,19921993.1Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.3.3.16 W1specimen mass4. Summary of Test Methods4.1 These test methods include procedures for determiningthe tensile strength and modulus
15、 of a resin-impregnated andconsolidated carbon fiber tow. Also included are procedures tomeasure the mass per unit length and density of the carbonfiber and the resin content of the resin-impregnated andconsolidated specimens.4.2 MULThe MUL of the fiber is determined by dividingthe mass of a sample
16、of sized fiber by its length.4.3 DensityThe density of the fiber is determined usingArchimedes method or a pycnometer method. The recom-mended specimen is desized or unsized fiber. The idealimmersion fluid is one that completely wets the specimen andprovides minimum toxicity or environmental hazard.
17、4.4 Resin ContentThe resin content (weight percent) ofthe resin-impregnated and consolidated fiber is determined bycomparing the mass per unit length of the impregnated andconsolidated specimen to the fiber mass per unit length.4.5 Tensile PropertiesThe tensile strength and tensilechord modulus of t
18、he fiber are determined by the tensileloading to failure of the resin-impregnated and consolidatedfiber. The chord modulus is determined between defined strainlimits. The purpose of the impregnating resin is to provide thefiber, when consolidated, with sufficient mechanical strength toproduce an eas
19、ily handled test specimen capable of sustaininguniform loading of the individual filaments in the specimen.The resin shall be compatible with the fiber and any sizeapplied to it. The strain capability of the consolidated resinshall be at least twice the strain capability of the fiber.5. Significance
20、 and Use5.1 The properties determined by these test methods are ofvalue in material specifications, qualifications, data base gen-eration, certification, research, and development.5.2 These test methods are intended for the testing of fibersthat have been specifically developed for use as reinforcin
21、gagents in advanced composite structures. The test results of animpregnated and consolidated fiber should be representative ofthe strength and modulus that are available in the materialwhen used as intended. The performance of fibers in differentresin systems can vary significantly so that correlati
22、ons be-tween results using these test methods and composite testingmay not always be obtained.5.3 The reproducibility of test results is dependent uponprecise control over all test conditions. Resin type, content anddistribution, curing process, filament alignment, gripping in thetesting machine, an
23、d alignment in the testing machine are ofspecial importance.5.4 The measured strengths of fibers are not unique quan-tities and test results are strongly dependent on the test methodsused. Therefore the test method described here will notnecessarily give the same mean strengths or standard devia-tio
24、ns as those obtained from single filaments, dry fibers,composite laminas, or composite laminates.6. Apparatus6.1 Three sets of apparatus are required. One set is for resinimpregnation of the fiber. A second set is for curing theresin-impregnated specimens. A third set is for tensile testingthe resin
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