ASTM E2775-2016 Standard Practice for Guided Wave Testing of Above Ground Steel Pipework Using Piezoelectric Effect Transduction《使用压电效应转换法对地面上钢制管道进行导波试验的标准操作规程》.pdf

《ASTM E2775-2016 Standard Practice for Guided Wave Testing of Above Ground Steel Pipework Using Piezoelectric Effect Transduction《使用压电效应转换法对地面上钢制管道进行导波试验的标准操作规程》.pdf》由会员分享，可在线阅读，更多相关《ASTM E2775-2016 Standard Practice for Guided Wave Testing of Above Ground Steel Pipework Using Piezoelectric Effect Transduction《使用压电效应转换法对地面上钢制管道进行导波试验的标准操作规程》.pdf（11页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: E2775 16Standard Practice forGuided Wave Testing of Above Ground Steel PipeworkUsing Piezoelectric Effect Transduction1This standard is issued under the fixed designation E2775; the number immediately following the designation indicates the year oforiginal adoption or, in the case of re

2、vision, 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.1. Scope1.1 This practice provides a procedure for the use of guidedwave testing (GWT), also previously known

3、as long rangeultrasonic testing (LRUT) or guided wave ultrasonic testing(GWUT).1.2 GWT utilizes ultrasonic guided waves, sent in the axialdirection of the pipe, to non-destructively test pipes for defectsor other features by detecting changes in the cross-sectionand/or stiffness of the pipe.1.3 GWT

4、is a screening tool. The method does not providea direct measurement of wall thickness or the exact dimensionsof defects/defected area; an estimate of the defect severityhowever can be provided.1.4 This practice is intended for use with tubular carbonsteel or low-alloy steel products having Nominal

5、Pipe size(NPS) 2 to 48 corresponding to 60.3 to 1219.2 mm (2.375 to 48in.) outer diameter, and wall thickness between 3.81 and25.4 mm (0.15 and 1 in.).1.5 This practice covers GWT using piezoelectric transduc-tion technology.1.6 This practice only applies to GWT of basic pipeconfiguration. This incl

6、udes pipes that are straight, constructedof a single pipe size and schedules, fully accessible at the testlocation, jointed by girth welds, supported by simple contactsupports and free of internal, or external coatings, or both; thepipe may be insulated or painted.1.7 This practice provides a genera

7、l procedure for perform-ing the examination and identifying various aspects of particu-lar importance to ensure valid results, but actual interpretationof the data is excluded.1.8 This practice does not establish an acceptance criterion.Specific acceptance criteria shall be specified in the contract

8、ualagreement by the responsible system user or engineering entity.1.9 UnitsThe values stated in SI units are to be regardedas standard. The values given in parentheses are mathematicalconversions to SI units that are provided for information onlyand are not considered standard.1.10 This standard doe

9、s 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 regulatory limitations prior to use.2. Referenced Documents2.1 ASTM Stan

10、dards:2E543 Specification for Agencies Performing NondestructiveTestingE1065 Practice for Evaluating Characteristics of UltrasonicSearch UnitsE1316 Terminology for Nondestructive ExaminationsE1324 Guide for Measuring Some Electronic Characteristicsof Ultrasonic Testing Instruments2.2 Equipment Manuf

11、acturers Users Manual3. Terminology3.1 Definitions of Terms Specific to This Standard:3.1.1 circumferential extentthe length of a pipe feature inthe circumferential direction, usually given as a percentage ofthe pipe circumference.3.1.2 coherent noiseindications caused by real disconti-nuities causi

12、ng a background noise, which exponentially de-cays with distance.3.1.3 Cross-Sectional Area Change (CSC)the CSC iscalculated assuming that a reflection is purely caused by achange in cross-section. It is given as a percentage of the totalcross-section. However it is commonly used to report therelati

13、ve amplitude of any signal regardless of its source.3.1.4 Distance Amplitude Correction (DAC) curvea refer-ence curve plotted using reference reflections (for example,weld reflections) at different distances from the test position.1This practice is under the jurisdiction of ASTM Committee E07 on Non

14、de-structive Testing and is the direct responsibility of Subcommittee E07.10 onSpecialized NDT Methods.Current edition approved Dec. 1, 2016. Published January 2017. Originallyapproved in 2011. last previous edition approved in 2011 as E277511.DOI:10.1520/E2775-16.2For referenced ASTM standards, vis

15、it 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.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-29

16、59. United StatesThis international standard was developed in accordance with internationally 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

17、Barriers to Trade (TBT) Committee.1This curve corrects for attenuation and amplitude drops whenestimating the cross-section change from a reflection at acertain distance.3.1.5 Estimated Cross-Sectional Loss (ECL)this is some-times used instead of cross-sectional area change, where thefeature is rela

18、ted to a flaw.3.1.6 flexural wavewave propagation mode that producesbending motion in the pipe.3.1.7 Guided Wave (GW)stress waves whose characteris-tics are constrained by the system material, geometry andconfiguration in which the waves are propagating.3.1.8 Guided Wave Testing (GWT)non-destructive

19、 testmethod that utilizes guided waves.3.1.9 longitudinal wavewave propagation mode that pro-duces compressional motion in the pipe.3.1.10 incoherent noiserandom indications caused byelectrical and ambient signal pollution, giving rise to a constantaverage noise floor. The terms “ambient noise” and

20、“randomnoise” are also used.3.1.11 pipe featurepipe components including but notlimited to weld, support, flange, bend and flaw (defect) causereflections of a guided wave due to a change in geometry.3.1.12 reflection amplitudethe amplitude of the reflectionsignal typically reported as CSC.3.1.13 ref

21、lector orientationthe circumferential position ofthe feature on the pipe. This is reported as the clock position ordegrees with regards to the orientation of the transducer ring.3.1.14 Signal-to-Noise-Ratio (SNR)Ratio of the amplitudeof any signal of interest to the amplitude of the averagebackgroun

22、d noise, which includes both coherent and non-coherent types of noise as defined in Fig. 1.3.1.15 torsional wavewave propagation mode that pro-duces twisting motion in the pipe.3.1.16 transducer ringa ring array of transducers that isattached around the circumference of the pipe to generate GW.It is

23、 also commonly known as the ring.3.1.17 wave modea particular form of propagating wavemotion generated into a pipe, such as flexural, torsional, orlongitudinal.4. Summary of Practice4.1 GWT evaluates the condition of metal pipes to primarilyestablish the severity classification of defects by applyin

24、g GWat a typical test frequency of up to 150 kHz, which travelsFIG. 1 Typical GWT Results Collected in Normal Environment (Top) and in High Ambient Noise Environment (Bottom). (Both results aredisplayed in the logarithmic amplitude scale.)E2775 162along the pipe. Reflections are generated by the cha

25、nge incross-sectional area and/or stiffness of the pipe.4.2 A transducer ring attached around the pipe screens thepipe in both directions simultaneously. It can evaluate longlengths of pipe, and is especially useful when access to the pipeis limited.4.3 This examination locates areas of thickness re

26、duction(s)and provides a severity classification as to the extent of thatdamage. The results are used to assess the condition of thepipe, to determine where damaged areas are located and theircircumferential position on the pipe. The information can beused to program and prioritize additional inspec

27、tion work andrepairs.4.4 Reflections produced by pipe features that are notassociated with areas containing possible defects are consid-ered as relevant signals. These features can be used for settingGW system DAC levels and identifying the relative positionand distance of discontinuities and areas

28、containing possibledefects. Examples of these features are: circumferential welds,elbows, welded supports, vents, drainage, insulation lugs andother welded attachments.4.5 Other sources of reflection may include changes insurface impedance of the pipe. These reflections are normallynot relevant, but

29、 should be analyzed and classified in aninterpretation process. Examples of these changes are thepresence of pipe supports and clamps. In the advancedapplications, which are not covered by this standard, thesechanges may also include various types of external/internalcoatings or entrance of the pipe

30、 to ground or concrete wall.4.6 Inspection of the pipe section immediately connecting tobranch connections, bends or flanges are considered advanceapplications which are not covered by this standard.4.7 False echoes are produced by phenomena such asreverberations, incomplete control of direction, di

31、stortion atelbows and others. These signals should be analyzed andclassified as false echoes in the interpretation process.5. Significance and Use5.1 The purpose of this practice is to outline a procedure forusing GWT to locate areas in metal pipes in which wall losshas occurred due to corrosion or

32、erosion.5.2 GWT does not provide a direct measurement of wallthickness, but is sensitive to a combination of the CSC andcircumferential extent and axial extent of any metal loss. Basedon this information, a classification of the severity can beassigned.5.3 The GWT method provides a screening tool to

33、 quicklyidentify any discontinuity along the pipe. Where a possibledefect is found, follow-up inspection of suspected areas withultrasonic testing or other NDT methods is normally requiredto obtain detailed thickness information, nature, and extent ofdamage.5.4 GWT also provides some information on

34、the axiallength of a discontinuity, provided that the axial length islonger than roughly a quarter of the wavelength of theexcitation signal.5.5 The identification and severity assessment of any pos-sible defects is qualitative only. An interpretation process todifferentiate between relevant and non

35、-relevant signals isnecessary.5.6 This practice only covers the application specified in thescope. The GWT method has the capability and can be used forapplications where the pipe is insulated, buried, in roadcrossings, and where access is limited.5.7 GWT shall be performed by qualified and certifie

36、dpersonnel, as specified in the contract or purchase order.Qualifications shall include training specific to the use of theequipment employed, interpretation of the test results andguided wave technology.5.8 A documented program that includes training, examina-tion and experience for the GWT personn

37、el certification shallbe maintained by the supplying party.6. Basis of Application6.1 The following items are subject to contractual agree-ment between the parties using or referencing this standard.6.2 Personnel QualificationsUnless otherwise specified inthe contractual agreement, personnel perform

38、ing examinationsto this practice shall be qualified in accordance with one of thefollowing:6.2.1 Personnel performing examinations to this standardshall be qualified in accordance with SNT-TC-1A and certifiedby the employer or certifying agency, as applicable. Otherequivalent qualification documents

39、 may be used when speci-fied in the contract or purchase order. The applicable revisionshall be the latest unless otherwise specified in the contractualagreement between parties.6.2.2 Personnel qualification accredited by the GWT manu-facturers.6.3 The practice or standard used and its applicable re

40、visionshall be identified in the contractual agreement between theusing parties.6.4 Qualifications of Non-destructive Testing AgenciesUnless otherwise specified in the contractual agreement, NDTagencies shall be qualified and evaluated as described in E543,the applicable edition of E543 shall be spe

41、cified in thecontractual agreement.6.5 Procedure and TechniquesThe procedures and tech-niques to be utilized shall be specified in the contractualagreement. It should include the scope of the inspection, that is,the overall NDT examination intended to identify and estimatethe size of any indications

42、 detected by the examination, orsimply locate and provide a relative severity classification.6.6 Surface PreparationThe pre-examination site prepa-ration criteria shall be in accordance with 8.3 unless otherwisespecified.6.7 Required Interval of ExaminationThe required inter-val or the system time i

43、n service of the examination shall bespecified in the contractual agreement.6.8 Extent of the ExaminationThe extent of the examina-tion shall be in accordance with 6.5 above unless otherwisespecified. The extent should include but is not limited to:E2775 1636.8.1 The sizes and length(s) of pipes to

44、be inspected.6.8.2 Limitations of the method in the areas of application.6.8.3 Drawings of pipe circuits, pipe nomenclature, andidentification of examination locations.6.8.4 Pipe access method(s).6.8.5 Safety requirements.6.9 Reporting CriteriaThe test results of the examinationshall be documented i

45、n accordance with the contractual agree-ment. This may include requirements for permanent records ofthe collected data and test reports. The report documentationshould include:6.9.1 Equipment inspector and test results reviewed by (ifapplicable).6.9.2 Date and time of the examination performed.6.9.3

46、 Equipment used.6.9.4 Test procedure/specification used.6.9.5 Acceptance criteria.6.9.6 Inspection location.6.9.7 Identification of areas inspected.6.9.8 Identification of the inspection range.6.9.9 Any other information deemed necessary to reproduceor duplicate test results.6.10 Re-examination of R

47、epairs/Rework ItemsExamination of repaired/reworked items is not addressed inthis standard and if required shall be specified in the contrac-tual agreement.7. Apparatus7.1 The GWT apparatus shall include the following:7.1.1 Transducer Ring TransmitterA transduction systemusing piezoelectric effect f

48、or the generation of guided wavemodes with axial propagation on cylindrical pipes.7.1.2 Transducer Ring ReceiverAsystem for the detectionof the signal reflected by the geometric features on the pipe,which can be the same as the transmitter or an analogoustransduction system.7.1.3 InstrumentationThe

49、GWT instrumentation shall becapable of generating, receiving, and amplifying electricalpulses within the frequency range used by GWT. Additionally,it shall be capable of communicating with a computer so thatcollected data can be processed and recorded.7.1.4 Processing SystemThis is a software interface forprocessing and analyzing the signal, capable of distinguishingat least one guided wave mode for the specific detectionsystem.8. Examination Procedure8.1 It is important to ensure that the proposed inspectionfalls within the capabilities of the techn