ASTM F2433-2005(2018) Standard Test Method for Determining Thermoplastic Pipe Wall Stiffness.pdf

《ASTM F2433-2005(2018) Standard Test Method for Determining Thermoplastic Pipe Wall Stiffness.pdf》由会员分享，可在线阅读，更多相关《ASTM F2433-2005(2018) Standard Test Method for Determining Thermoplastic Pipe Wall Stiffness.pdf（6页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: F2433 05 (Reapproved 2018)Standard Test Method forDetermining Thermoplastic Pipe Wall Stiffness1This standard is issued under the fixed designation F2433; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year of las

2、t 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 covers the determination of the load-deflection behavior of thermoplastic pipe wall sections underparall

3、el plate loading conditions.NOTE 1These are not full pipe section tests, but pipe wall segmenttests. The results of these tests will be different from pipe stiffness tests perTest Method D2412, although they may be proportional. This test providesquite different information, including stress relaxat

4、ion under constantstrain, and comparisons of the function and stiffness of different pipe walldesigns or materials.1.2 This test method covers a loading test for determiningthe wall stiffness of a thermoplastic-pipe wall under a com-bined load of bending and compression. Changes in pipe wallprofile

5、geometry under load may also be determined.1.3 This test method covers thermoplastic pipe.1.4 The characteristics determined by this test method arewall stiffness and changes in profile wall dimensions at specificdeformations.1.5 The characteristics determined by this test method arewall stiffness,

6、profile wall efficiency, and for some wallelements stability at specific Strain levels.1.6 The values stated in SI units are to be regarded as thestandard. The values given in parentheses are for informationonly.1.7 The text of this specification references notes andfootnotes that provide explanator

7、y material. These notes andfootnotes (excluding those in tables and figures) shall not beconsidered as requirements of the specification.1.8 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 e

8、stablish appro-priate safety and health practices and determine the applica-bility of regulatory limitations prior to use.This standard doesnot purport to address all of the safety concerns, if any,associated with its use. It is the responsibility of the user of thisstandard to establish appropriate

9、 safety, health, and environ-mental practices and determine the applicability of regulatorylimitations prior to use.1.9 This international standard was developed in accor-dance with internationally recognized principles on standard-ization established in the Decision on Principles for theDevelopment

10、 of International Standards, Guides and Recom-mendations issued by the World Trade Organization TechnicalBarriers to Trade (TBT) Committee.2. Referenced Documents2.1 ASTM Standards:2D618 Practice for Conditioning Plastics for TestingD695 Test Method for Compressive Properties of RigidPlasticsD883 Te

11、rminology Relating to PlasticsD1600 Terminology forAbbreviated Terms Relating to Plas-ticsD2122 Test Method for Determining Dimensions of Ther-moplastic Pipe and FittingsD2412 Test Method for Determination of External LoadingCharacteristics of Plastic Pipe by Parallel-Plate LoadingF412 Terminology R

12、elating to Plastic Piping Systems2.2 AASHTO Standards:M 252 Standard Specification for Corrugated PolyethyleneDrainage Pipe3M 294 Standard Specification for Corrugated PolyethylenePipe, 300- to 1500-mm Diameter33. Terminology3.1 DefinitionsDefinitions are in accordance with Termi-nology F412, and ab

13、breviations are in accordance with Termi-nology D1600, unless otherwise specified.3.2 Definitions of Terms Specific to This Standard:3.2.1 chord shortening, nthe ratio of the reduction in pipesection chord shortening to the initial chord length expressed asa percentage.1This test method is under the

14、 jurisdiction of ASTM Committee F17 on PlasticPiping Systems and is the direct responsibility of Subcommittee F17.40 on TestMethods.Current edition approved Feb. 1, 2018. Published July 2018. Originally approvedin 2005. Last previous edition approved in 2013 as F243305(2013). DOI:10.1520/F2433-05R18

15、.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.3Available from American Association of State Highway and Tr

16、ansportationOfficials (AASHTO), 444 N. Capitol St., NW, Suite 249, Washington, DC 20001,http:/www.transportation.org.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United StatesThis international standard was developed in accordance with internati

17、onally recognized principles on standardization established in the Decision on Principles for theDevelopment of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.13.2.2 y, nmeasured change in chord length (in thedir

18、ection of load application) expressed in millimeters (inches).3.2.2.1 compressive deformation, nthe measured changeof the inside diameter in the direction of load applicationexpressed in millimeters (or inches).3.2.3 load (F), nthe force applied to the wall section toproduce or maintain a given perc

19、ent chord length shortening atany given unit of time; expressed as Newtons per meter(pounds-force per linear inch).3.2.4 mean radius (r), nthe mid-wall radius determined bysubtracting the average wall thickness from the average outsidediameter and dividing the difference by two; expressed inmillimet

20、ers (or inches).3.2.5 time-independent pipe stiffness K(0), nthe valueobtained by dividing the force per unit length on the curvedbeam specimen by the resulting deflection in the same units atthe % deflection prescribed and extrapolating the linear portionof the curve of stiffness versus % deflectio

21、n to the moment ofapplication of load.3.2.6 time-dependent residual curved beam stiffness K(t)and residual pipe stiffness K(t), nthe value obtained bydividing the force per unit length on the curved beam specimenby the constant target deflection in the same units, at any timet, t 0.3.2.7 modulus of

22、relaxation, nthe residual pipe stiffnessversus log(time).3.2.8 residual pipe stiffness K(50y), nthe value obtainedby extrapolating values of residual pipe stiffness versus time to50 years.3.2.9 compliance C(t), nthe inverse of stiffness K(t).3.2.10 liner cracking or crazing, nthe occurrence of abrea

23、k or network of fine breaks in the liner visible to theunaided eye.3.2.11 wall cracking, nthe occurrence of a break in thepipe wall visible to the unaided eye.3.2.12 wall delamination, nthe occurrence of any separa-tion in the components of the pipe wall visible to the unaidedeye.3.2.13 rupture, na

24、crack or break extending entirely orpartly through the pipe wall.4. Summary of Test Method4.1 The test is conducted by applying a controlled, nearlyinstantaneous, load to the longitudinally cut edges of curvedbeam sections cut from short lengths of pipe until a prescribedshortening of the chord conn

25、ecting the longitudinal edges isachieved and held constant for prescribed intervals. Load anddeformation data establish the time-independent measure ofcurved beam wall stiffness at the instant of load application, themeasure of efficiency of the profile wall geometry, stability ofthe profile wall, a

26、 modulus of relaxation and long-termestimates of residual pipe wall stiffness.4.2 Alength of a 10 to 120 arc segment of a pipe wall, fromone diameter length to one meter long is loaded across its chordlength between two freely rotating end plates at a controlledrate of approach to one another. Load-

27、deflection data of thewall section in combined bending and compression are ob-tained. Change in pipe wall thickness at the center of thesection (springline) is determined. If cracking, crazing,delamination, rupture, or buckling occurs, the correspondingload, deflection, and/or time are recorded.NOTE

28、 2If this test method is incorporated in a product standard itwould be necessary to define the arc length to be tested. There are,however, many reasons various arc lengths might be tested, especially asa research or product development tool. Large arc lengths are primarily inbending, while short arc

29、 lengths are primarily in compression.5. Significance and Use5.1 The performance under bending and compression loadof a thermoplastic plastic pipe wall design obtained by thismethod can be used for the following:5.1.1 To determine the stiffness of the pipe wall section.This is a function of the pipe

30、 dimensions, the wall design, thearc length tested, and the physical properties of the material ofwhich the pipe is made.5.1.2 To compare the characteristics of various thermoplas-tic pipe wall designs.5.1.3 To compare the characteristics of various plastics inpipe form.5.1.4 To study the interrelat

31、ions of dimensions, materials,and deformation properties of thermoplastic pipe designs.5.1.5 To measure the deformation and load-resistance at anyof several significant events which may occur during the test.5.1.6 To provide a reasonable quality control/quality assur-ance test for very large diamete

32、r plastic pipes.5.2 The time-dependent pipe wall stiffness of a thermoplas-tic pipe obtained by this test method may used for thefollowing:5.2.1 To predict the residual stiffness of the pipe wall inbending and compression at all times after initial loading.5.2.2 For purposes of design, to determine

33、a modulus ofrelaxation under sustained loads.5.2.3 To quantify the influence of material formulations ofthermoplastics on the modulus of relaxation.5.2.4 To study the influence of geometric patterns of wallprofiles on the modulus of relaxation.5.3 The time-independent reduction of wall thickness ats

34、pringline may be used for the following:5.3.1 For pipe wall stiffness, to quantify the efficiency of allwall profiles of any material composition and a given geometrywith that of a solid uniform thickness wall.6. Apparatus6.1 Testing MachineA properly calibrated compressiontesting machine of the con

35、stant-rate-of-crosshead movementtype meeting the requirements of Test Method D695 shall beused to make the tests. The rate of head approach shall be 63.56 2.5 mm (2.5 6 0.1 in.)/s. The machines must be capable ofholding a required percent chord shorting for an extendedperiod of time.6.2 Loading Grip

36、sThe load shall be applied to the speci-men through two parallel-axis grips. These assemblies shall beflat, smooth, and clean. Specimen contact surfaces of platenF2433 05 (2018)2shall be coated with a PTFE spray lubricant. The thickness ofthe platens shall be sufficient so that no bending or deforma

37、tionoccurs during the test, but it shall not be less than 12 mm (0.5in.). The nominal length of each grip shall equal or exceed thespecimen length but shall not be less than 1040 mm (41 in.).Upper and lower grips shall be free to rotate about an axis inthe plane of the applied and reacting line load

38、s. Recommendedarrangement of loading frame, upper and lower grips with testspecimen are shown in Fig. 1.6.3 Deformation IndicatorThe change in total wall (majorwall for profile wall pipe) thickness at springline, shall bemeasured with a suitable instrument meeting the requirementsof 4.1.2 of Test Me

39、thod D695, except that the instrument shallbe accurate to the nearest 0.025 mm (0.001 in.). The instrumentshall not affect in any way the load-deflection measurements.6.4 Load SensorThe change of load with time during theperiods of displacement (loading) and during the period ofconstant displacement

40、 shall be digitally recorded with a preci-sion of no less than 4 significant figures and at time intervals asnoted in 9.3. The sensing element shall have a precision of62 % of maximum recorded value.6.5 Temperature RecorderAmbient temperature shall becontinuously recorded using a sensor capable of r

41、ecording to1 C (1.8 F).6.6 Reaction FrameThe reaction frame shall be suffi-ciently rigid such that the movement of the stationery platenshall not exceed 0.05 % of the displacement of the movingplaten.7. Test Specimens7.1 Test specimens shall be cut from the pipe wall, with thecuts through the wall r

42、adial and parallel through the samplelength. Test specimens may be the required arc length indegrees 61 arc sections of the wall, as agreeable to themanufacturer and the purchaser, but not less than 10 degreesnor greater than 120 degrees. Test specimens should be aminimum of 600 mm (24 in.) long, an

43、d may be as much as 900mm (36 in.), and for corrugated or profile pipe should besquarely cut in the corrugation or profile valley.NOTE 3Standard arc lengths for specimens should be 120, 90, and30, though other arc lengths may be used within the range of 120 to 10,as determined by the needs of the ow

44、ner, researcher, or testing laboratory.8. Conditioning8.1 Condition the pipe wall section for at least 24 h in air ata temperature of 23 6 2 C (73.4 6 3.6 F), and 50 6 5%relative humidity and conduct the test in a room maintained atthe same temperature.8.2 When a referee test is required, condition

45、specimens forat least 40 h at 23 6 2 C (73.4 6 3.6 F), and 50 6 5%FIG. 1 Recommended Arrangement of Loading Frame, Upper expressed as Newtons permeter (pounds-force per linear inch), andy = measured change in chord length (in the direction ofload application) expressed in millimeters (inches).NOTE 4

46、Immediately after the moment of initiation of continuousapplication of load, the load of record incorporates the influences of thecontinuing application of load and the relaxation of previously appliedload. The net load at any time t, t 0, is characterized as the residual load;the quantity, load per

47、 unit length divided by the associated displacementis characterized as the residual stiffness. These definitions also applyduring the extended period when displacements are held constant withoutfurther application of load.10.1.2 For the interval beginning at the instant of loadapplication and ending

48、 when the deflection of the curved beamreaches 10 % shortening of the chord, plot, on cartesiancoordinates, curved beam stiffness, K(t) versus % deflection.10.1.3 Through the points between 2 % deflection and 8 %deflection fit a least squares estimate of a straight line.10.1.4 Calculate the intercep

49、t, K(0) at time t =0.NOTE 5Stiffness versus deflection is typically a smooth curve. Theeffective zero point of zero time is established by deleting the stiffness-time record prior to, and immediately after, the application of loadrecorded and extrapolating the initial straight line portion of the curvebackwards to zero load.10.2 Estimate the residual pipe wall stiffness, K(t),of300mm (12 in.) diameter solid wall pipes after 50 years, K(50y),and after 100 years, K(100y).10.2.1 Calculate and plot the residual stiffness, K(t) versus1/log(t), t =