ASTM D1598-2002(2009) Standard Test Method for Time-to-Failure of Plastic Pipe Under Constant Internal Pressure《恒定内压下塑料管破裂时间的标准试验方法》.pdf

《ASTM D1598-2002(2009) Standard Test Method for Time-to-Failure of Plastic Pipe Under Constant Internal Pressure《恒定内压下塑料管破裂时间的标准试验方法》.pdf》由会员分享，可在线阅读，更多相关《ASTM D1598-2002(2009) Standard Test Method for Time-to-Failure of Plastic Pipe Under Constant Internal Pressure《恒定内压下塑料管破裂时间的标准试验方法》.pdf（4页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: D1598 02 (Reapproved 2009)An American National StandardStandard Test Method forTime-to-Failure of Plastic Pipe Under Constant InternalPressure1This standard is issued under the fixed designation D1598; 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.This standard has been approved for use by agencies of the Department of Defense.1. Sc

3、ope1.1 This test 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 s

4、tated in SI units are to be regarded as thestandard. The values given in parentheses are for informationonly.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

5、 and health practices and determine the applica-bility of regulatory limitations prior to use.2. Referenced Documents2.1 ASTM Standards:2D2122 Test Method for Determining Dimensions of Ther-moplastic Pipe and FittingsD2837 Test Method for Obtaining Hydrostatic Design Basisfor Thermoplastic Pipe Mate

6、rials or Pressure Design Basisfor Thermoplastic Pipe ProductsD2992 Practice for Obtaining Hydrostatic or Pressure De-sign Basis for “Fiberglass” (Glass-Fiber-ReinforcedThermosetting-Resin) Pipe and FittingsD3517 Specification for “Fiberglass” (Glass-Fiber-Reinforced Thermosetting-Resin) Pressure Pip

7、eD3567 Practice for Determining Dimensions of “Fiber-glass” (Glass-Fiber-Reinforced Thermosetting Resin) Pipeand Fittings3. 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 of

8、the specimen under test shall constitute failure. Failure may beby one or a combination of the following modes:3.1.2 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

9、caused by long-term stress is not considered to be a ballooning failure.3.1.3 free (unrestrained) end closurea pipe 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 e

10、nd closure(cap) that seals the end of the specimen against loss of internalfluid and pressure, but is not fastened 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

11、wall with immediate lossof test fluid and continued loss at essentially no pressure. Ifrupture is not preceded by 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 e

12、nable the pipe to carry fluid without evidenceof loss of the liquid.4. Summary of Test Method4.1 This test method consists of exposing specimens of pipeto a constant internal pressure while in a controlled environ-ment. Such a controlled environment may be accomplished by,1This test method is under

13、the jurisdiction of ASTM Committee F17 on PlasticPiping Systems and is the direct responsibility of Subcommittee F17.40 on TestMethods.Current edition approved Aug. 1, 2009. Published November 2009. Originallyapproved 1958. Last previous edition approved in 2008 as D1598 02(2008). DOI:10.1520/D1598-

14、02R09.2For 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.1Copyright ASTM International, 100 Barr Harbor Drive, P

15、O Box C700, West Conshohocken, PA 19428-2959, United States.but is not limited to, immersing the specimens in a controlledtemperature water or air bath. The time-to-failure is measured.NOTE 2Dimensional changes should be measured on specimensundergoing long-term strength tests. Measurements using ci

16、rcumferentialtapes, 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 failure time relationships in a con-trolled environment from which the hydrostatic design basisfor plast

17、ic pipe materials can be computed. (Refer to TestMethod D2837 and Practice D2992.)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. Beca

18、use of the nature of the test andspecimens employed, 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 c

19、ases,the 105-hour stress value computed on the basis of short-term test datamay be significantly different than the value obtained when a distributionof data points in accordance with Test Method D2837 is evaluated.However, these data may still be useful for quality control or otherapplications, pro

20、vided correlation with long-term data has been 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 invest

21、i-gating others.5.4 Creep, or nonrecoverable 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 de

22、termining creepis established that precludes 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 intr

23、oduce discrepancies as great as, if notgreater 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 agitati

24、on. If an air orother gaseous environment is 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 ofconti

25、nuously applying constant internal pressure 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 accuracysuffici

26、ent to meet the pressure tolerance requirements of 6.6 isrequired.6.4 Timing DeviceA time meter connected to the pressur-ized fluid side of the system through a pressure or flow switch,or both.The timing device and pressure or flow switch, or both,together shall be capable of measuring the time when

27、 thespecimen is at 98 % or more of test pressure with sufficientaccuracy to meet the tolerance requirements of 6.6.6.5 Specimen End ClosuresEither free-end or restrained-end closures that will withstand the maximum test pressuresmay be used. Closures shall be designed so that they do notcause failur

28、e of the specimen. Free-end closures shall be usedfor referee tests for thermoplastic pipe.NOTE 4Free-end closures fasten to the specimen so that internalpressure produces longitudinal tensile stress in addition to hoop. Com-pared to free end closure specimens, stresses in the wall of restrained-end

29、closure specimens act in the hoop and radial directions only. Because ofthis difference in loading, the equivalent hoop stress in free-end closurespecimens of solid wall thermoplastic pipe are approximately 11 % lowerthan in restrained-end closure specimens tested at the same pressure. Thetest resul

30、ts for each specimen and the LTHS will reflect this difference intest method.6.6 Time and Pressure ToleranceWhen added together,the tolerance for the timing device and the tolerance for thepressure gage shall not exceed 62%.7. Test Specimens7.1 Pipe Specimen LengthFor pipe sizes of 6 in. (150mm) or

31、less, the specimen length between end closures shall benot less than five times the nominal outside diameter of thepipe, but in no case less than 12 in. (300 mm). The 12 in. (300mm) minimum specimen length requirement shall not apply tomolded specimens. For larger sizes of pipe, the minimumlength be

32、tween end closures shall be not less than three timesthe nominal outside diameter but in no case less than 30 in.(760 mm).7.2 MeasurementsDimensions shall be determined in ac-cordance with Test Method D2122 or Practice D3567.8. Conditioning8.1 Specimens to be tested at 23C shall be conditioned attes

33、t temperatures in a liquid bath for a minimum of 1 h or in agaseous medium for a minimum of 16 h before pressurizing.8.2 When specimens are to be tested at higher temperatures,condition them in the elevated temperature environment untilthey have reached test temperature.NOTE 5Conditioning time is a

34、function of pipe size wall thickness,temperature differential, the film heat transfer coefficient and whether theelevated temperature environment is applied to one or both sides of thespecimen. One-hour conditioning of 1-in. and smaller pipe at 82C(180F) in a water environment has been found to be s

35、ufficient.8.3 Unless otherwise agreed upon, the test temperature shallbe 23 6 2C (73 6 3.6F) for thermoplastics. For thermosetstest at 23 6 2C (73 6 3.6F) or at maximum rated tempera-ture depending on intended service. While every effort shouldbe made to meet the temperature tolerances listed, tempo

36、rarilyD1598 02 (2009)2exceeding the (+) temperature tolerance does not necessarilyrequire that all samples under test be abandoned. Data pointsfrom such samples may still be acceptable. Refer also to TestMethod D2837 or Practice D2992 to determine the suitabilityof these data points.9. Procedure9.1

37、Attach end closures to the pipe test sections and fill eachspecimen completely with the test fluid conditioned to the testtemperature. Attach the specimens to the pressuring device,making certain no gas is entrapped when using liquids.Completely immerse the test specimens in the conditioningmedium.9

38、.2 Support specimens in such a way as to prevent bendingor deflection by the weight of the pipe while under test. Thissupport shall not constrain the specimen circumferentially orlongitudinally.9.3 After conditioning the specimens as specified in Section8, adjust the pressure to produce the desired

39、loading.Apply thepressure to the specimens and make sure the timing deviceshave started.9.4 Record the time-to-failure of each specimen. The time-to-failure shall not include periods of time during which thespecimen was under depleted pressure or under no pressure.9.4.1 Any failure occurring within

40、one pipe diameter of theend closure shall be examined carefully. If there is any reasonto believe that the failure is attributable to the end closure, thevalue shall be discarded in computing averages or in plottingthe data.9.4.2 The failure value of a specimen that fails due tocolumn buckling shall

41、 be discarded in computing averages orin plotting the data.NOTE 6For certain materials creep measurements should be made inaccordance with Test Method D2837. It describes the procedure fordetermining when “circumferential expansion” must be used as a criterionfor establishing the hydrostatic design

42、stress.9.5 Pressure ConnectionsEach specimen may be pres-sured individually or through a manifold system. If a manifoldsystem is utilized, each pressure connection should include acheck valve to prevent pressure depletion of the system whenone specimen fails. Where the system is designed to prevento

43、ne specimen failure from depressurizing the manifold, eachspecimen shall have its own timing device.9.6 Test FluidsWhile water is normally used inside thetest specimens, any fluid may be used. However, if a gas isused special care must be taken because of the potential energystored in any compressed

44、 gas.NOTE 7Test ApparatusAll the above components with some addi-tional features can be acquired as assembled stress rupture testers. Someunits utilize a liquid bath environment that can be adjusted from 20 to+150C. Other units offer a single pressure source with as many as 40manifolds that can each

45、 be set for a different pressure and 240 specimenpositions. A list of manufacturers of stress rupture test equipment can beobtained from the ASTM Information Center.10. Calculation10.1 Hoop stress in the pipe specimens is calculated usingequations (approximation) for the hoop stress, as follows:S 5

46、PD 2 t!/2t (1)orS 5PDR 1!2(2)where:S = hoop stress, psi (MPa),P = internal pressure, psig (MPa),D = measured average outside diameter, in. (mm). Forreinforced thermosetting pipe, outside diameter shallnot include nonreinforced covers,t = measured minimum wall thickness, in. (mm). Forreinforced therm

47、osetting pipe use minimum rein-forced wall thickness, andDR = dimension ratio, DR = D/t.NOTE 8An alternative method for calculating the hoop stress ofreinforced pipe is given in the Annex of Specification D3517.10.2 Internal pressure in the pipe specimens is calculatedusing equations (approximate) f

48、or the internal pressure asfollows:P 52 StD t!(3)or:P 52SDR 1!(4)where terms are as defined in 10.1.11. Report11.1 The report shall include the following:11.1.1 Complete identification of the specimens, includingmaterial type, manufacturers name and code number, andprevious history.11.1.2 Pipe dimen

49、sions including nominal size, minimumwall thickness, average outside diameter, length of test speci-men between end closures, and type of end closure. Forreinforced thermosetting pipe, wall thicknesses and outsidediameter shall be reinforced dimensions only. Unreinforcedthicknesses shall also be reported.11.1.3 Test temperature.11.1.4 Test environment, including conditioning time.11.1.5 Test fluid inside specimens.11.1.6 Test pressure, calculated hoop stress, and time-to-failure for each specimen.11.1.7 When pressure depletion is experi