ImageVerifierCode 换一换
格式:PDF , 页数:4 ,大小:35.85KB ,
资源ID:510111      下载积分:10000 积分
快捷下载
登录下载
邮箱/手机:
温馨提示:
如需开发票,请勿充值!快捷下载时,用户名和密码都是您填写的邮箱或者手机号,方便查询和重复下载(系统自动生成)。
如填写123,账号就是123,密码也是123。
特别说明:
请自助下载,系统不会自动发送文件的哦; 如果您已付费,想二次下载,请登录后访问:我的下载记录
支付方式: 支付宝扫码支付 微信扫码支付   
注意:如需开发票,请勿充值!
验证码:   换一换

加入VIP,免费下载
 

温馨提示:由于个人手机设置不同,如果发现不能下载,请复制以下地址【http://www.mydoc123.com/d-510111.html】到电脑端继续下载(重复下载不扣费)。

已注册用户请登录:
账号:
密码:
验证码:   换一换
  忘记密码?
三方登录: 微信登录  

下载须知

1: 本站所有资源如无特殊说明,都需要本地电脑安装OFFICE2007和PDF阅读器。
2: 试题试卷类文档,如果标题没有明确说明有答案则都视为没有答案,请知晓。
3: 文件的所有权益归上传用户所有。
4. 未经权益所有人同意不得将文件中的内容挪作商业或盈利用途。
5. 本站仅提供交流平台,并不能对任何下载内容负责。
6. 下载文件中如有侵权或不适当内容,请与我们联系,我们立即纠正。
7. 本站不保证下载资源的准确性、安全性和完整性, 同时也不承担用户因使用这些下载资源对自己和他人造成任何形式的伤害或损失。

版权提示 | 免责声明

本文(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)为本站会员(fatcommittee260)主动上传,麦多课文库仅提供信息存储空间,仅对用户上传内容的表现方式做保护处理,对上载内容本身不做任何修改或编辑。 若此文所含内容侵犯了您的版权或隐私,请立即通知麦多课文库(发送邮件至master@mydoc123.com或直接QQ联系客服),我们立即给予删除!

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

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

25、ents 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 thespecimen is at 98 % or more of test pr

26、essure 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 failure of the specimen. Free-end closures shall

27、 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-endclosure specimens act in the hoop and radi

28、al 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 results for each specimen and the LTHS will ref

29、lect 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 less, the specimen length between end clos

30、ures 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 between end closures shall be not less than

31、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 D 2122 or Practice D 3567.8. Conditioning8.1 Specimens to be tested at 23C shall be conditioned attest temperatures in a liquid bath for a mi

32、nimum of1horinagaseous 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 function of pipe size wall thickness,temperat

33、ure 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 sufficient.8.3 Unless otherwise agreed upon, t

34、he 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, temporarilyexceeding the (+) temperature tolerance

35、 does not necessarilyrequire that all samples under test be abandoned. Data pointsfrom such samples may still be acceptable. Refer also to TestMethod D 2837 or Practice D 2992 to determine the suitabilityof these data points.9. Procedure9.1 Attach end closures to the pipe test sections and fill each

36、specimen 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.D 1598 0229.2 Support specimens in such a way as to prevent

37、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 loading. Apply thepressure to the specimens and m

38、ake 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 one pipe diameter of theend closure shall be exa

39、mined 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 be discarded in computing averages orin plottin

40、g the data.NOTE 6For certain materials creep measurements should be made inaccordance with Test Method D 2837. It describes the procedure fordetermining when “circumferential expansion” must be used as a criterionfor establishing the hydrostatic design stress.9.5 Pressure ConnectionsEach specimen ma

41、y 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 preventone specimen failure from depressurizing the man

42、ifold, 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 gas.NOTE 7Test ApparatusAll the above componen

43、ts 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 be set for a different pressure and 240 specim

44、enpositions. 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 PD 2 t!/2t (1)orS 5PDR 1!2(2)where:S = hoop str

45、ess, 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 thermosetting pipe use minimum rein-forced wall thic

46、kness, andDR = dimension ratio, DR = D/t.NOTE 8An alternative method for calculating the hoop stress ofreinforced pipe is given in the Annex of Specification D 3517.10.2 Internal pressure in the pipe specimens is calculatedusing equations (approximate) for the internal pressure asfollows:P 52 StD t!

47、(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 dimensions including nominal size, minimumwall thic

48、kness, 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 envi

49、ronment, 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 experienced, the time atwhich the pressure was depleted and time at which pressurewas restored shall be reported. The failure time in this caseshall be considered as the total time the specimen was underfull test pressure as defined in 6.2.11.1.8 Plot of hoop stress versus time-to-failure or computerprint-out showing the stress regression line inter

copyright@ 2008-2019 麦多课文库(www.mydoc123.com)网站版权所有
备案/许可证编号:苏ICP备17064731号-1