ASTM D1598-2002 Standard Test Method for Time-to-Failure of Plastic Pipe Under Constant Internal Pressure《恒定内压下塑料管的破裂时间的标准测试方法》.pdf
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1、Designation: D 1598 02An American National StandardStandard Test Method forTime-to-Failure of Plastic Pipe Under Constant InternalPressure1This standard is issued under the fixed designation D 1598; the number immediately following the designation indicates the year oforiginal adoption or, in the ca
2、se of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. Asuperscript epsilon (e) 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 This tes
3、t method covers the determination of the time-to-failure of both thermoplastic and reinforced thermosetting/resin pipe under constant internal pressure.1.2 This test method provides a method of characterizingplastics in the form of pipe under the conditions prescribed.1.3 The values stated in inch-p
4、ound units are to be regardedas the standard.1.4 This standard does not purport to address all of thesafety concerns, 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 regula
5、tory limitations prior to use.2. Referenced Documents2.1 ASTM Standards:D 2122 Test Method for Determining Dimensions of Ther-moplastic Pipe and Fittings2D 2837 Test Method for Obtaining Hydrostatic DesignBasis for Thermoplastic Pipe Materials2D 2992 Practice for Obtaining Hydrostatic or Pressure De
6、-sign Basis for “Fiberglass (Glass-Fiber-ReinforcedThermosetting-Resin) Pipe and Fittings2D 3517 Specification for “Fiberglass” (Glass-Fiber-Reinforced Thermosetting-Resin) Pressure Pipe2D 3567 Practice for Determining Dimensions of “Fiber-glass” (Glass-Fiber-Reinforced Thermosetting-Resin)Pipe and
7、Fittings23. Terminology3.1 Definitions of Terms Specific to This Standard:3.1.1 failureany continuous loss of pressure with orwithout the transmission of the test fluid through the body ofthe specimen under test shall constitute failure. Failure may beby one or a combination of the following modes:3
8、.1.2 ballooningany localized expansion of a pipe speci-men while under internal pressure. This is sometimes referredto as ductile failure.NOTE 1Overall distention which results from creep caused by long-term stress is not considered to be a ballooning failure.3.1.3 free (unrestrained) end closurea p
9、ipe specimen endclosure (cap) that seals the end of the pipe against loss ofinternal fluid and pressure, and is fastened to the pipe speci-men.3.1.4 restrained end closurea pipe specimen end closure(cap) that seals the end of the specimen against loss of internalfluid and pressure, but is not fasten
10、ed to the pipe specimen.Restrained end closures rely on tie-rod(s) through the pipespecimen or on external structure to resist internal pressure endthrust.3.1.5 rupturea break in the pipe wall with immediate lossof test fluid and continued loss at essentially no pressure. Ifrupture is not preceded b
11、y some yielding, this may be termeda non-ductile failure.3.1.6 seepage or weepingwater or fluid passing throughmicroscopic breaks in the pipe wall. A reduction in pressurewill frequently enable the pipe to carry fluid without evidenceof loss of the liquid.4. Summary of Test Method4.1 This test metho
12、d consists of exposing specimens of pipeto a constant internal pressure while in a controlled environ-ment. Such a controlled environment may be accomplished by,but is not limited to, immersing the specimens in a controlledtemperature water or air bath. The time-to-failure is measured.NOTE 2Dimensio
13、nal changes should be measured on specimensundergoing long-term strength tests. Measurements using circumferentialtapes, strain gages, or mechanical extensometers provide useful informa-tion.5. Significance and Use5.1 The data obtained by this test method are useful forestablishing stress versus fai
14、lure time relationships in a con-trolled environment from which the hydrostatic design basisfor plastic pipe materials can be computed. (Refer to TestMethod D 2837 and Practice D 2992.)1This test method is under the jurisdiction of ASTM Committee F17 on PlasticPiping Systems and is the direct respon
15、sibility of Subcommittee F17.40 on TestMethods.Current edition approved Sept. 10, 2002. Published October 2002. Originallypublished as D 1598 58 T. Last previous edition D 1598 97.2Annual Book of ASTM Standards, Vol 08.04.1Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Consho
16、hocken, PA 19428-2959, United States.5.2 In order to determine how plastics will perform as pipe,it is necessary to establish the stress-failure time relationshipsfor pipe over 2 or more logarithmic decades of time (hours) ina controlled environment. Because of the nature of the test andspecimens em
17、ployed, no single line can adequately representthe data, and therefore the confidence limits should be estab-lished.NOTE 3Some materials may exhibit a nonlinear relationship betweenlog-stress and log-failure time, usually at short failure times. In such cases,the 105-hour stress value computed on th
18、e basis of short-term test datamay be significantly different than the value obtained when a distributionof data points in accordance with Test Method D 2837 is evaluated.However, these data may still be useful for quality control or otherapplications, provided correlation with long-term data has be
19、en estab-lished.5.3 The factors that affect creep and long-term strengthbehavior of plastic pipe are not completely known at this time.This procedure takes into account those factors that are knownto have important influences and provides a tool for investi-gating others.5.4 Creep, or nonrecoverable
20、 deformation for pipe made ofsome plastics, is as important as actual leakage in decidingwhether or not a pipe has failed. Specimens that exhibitlocalized ballooning, however, may lead to erroneous interpre-tation of the creep results unless a method of determining creepis established that precludes
21、 such a possibility. Circumferentialmeasurements at two or three selected positions on a specimenmay not be adequate.5.5 Great care must be used to ensure that specimens arerepresentative of the pipe under evaluation. Departure fromthis assumption may introduce discrepancies as great as, if notgreat
22、er than, those due to departure from details of procedureoutlined in this test method.6. Apparatus6.1 Constant-Temperature SystemA water bath or otherfluid bath equipped so that uniform temperature is maintainedthroughout the bath. This may require agitation. If an air orother gaseous environment is
23、 used, provision shall be made foradequate circulation. The test may be conducted at 23C (73F)or other selected temperatures as required and the temperaturetolerance requirements shall be 62C (63.6F).6.2 Pressurizing SystemAny device that is capable ofcontinuously applying constant internal pressure
24、 on the speci-men may be used. The device shall be capable of reaching thetest pressure without exceeding it and of holding the pressurewithin the tolerance shown in 6.6 for the duration of the test.6.3 Pressure GageA pressure gage having an accuracysufficient to meet the pressure tolerance requirem
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