ASTM E2223-2013 Standard Practice for Examination of Seamless Gas-Filled Steel Pressure Vessels Using Angle Beam Ultrasonics《无缝 充气的钢压力容器超声斜射检验标准方法》.pdf
《ASTM E2223-2013 Standard Practice for Examination of Seamless Gas-Filled Steel Pressure Vessels Using Angle Beam Ultrasonics《无缝 充气的钢压力容器超声斜射检验标准方法》.pdf》由会员分享,可在线阅读,更多相关《ASTM E2223-2013 Standard Practice for Examination of Seamless Gas-Filled Steel Pressure Vessels Using Angle Beam Ultrasonics《无缝 充气的钢压力容器超声斜射检验标准方法》.pdf(5页珍藏版)》请在麦多课文档分享上搜索。
1、Designation: E2223 13Standard Practice forExamination of Seamless, Gas-Filled, Steel PressureVessels Using Angle Beam Ultrasonics1This standard is issued under the fixed designation E2223; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revi
2、sion, 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. Scope*1.1 This practice describes a contact angle-beam shear waveultrasonic technique to detect and locate th
3、e circumferentialposition of longitudinally oriented discontinuities and to com-pare the amplitude of the indication from such discontinuitiesto that of a specified reference notch. This practice does notaddress examination of the vessel ends. The basic principles ofcontact angle-beam examination ca
4、n be found in PracticeE587. Application to pipe and tubing, including the use ofnotches for standardization, is described in Practice E213.1.2 This practice is appropriate for the ultrasonic examina-tion of cylindrical sections of gas-filled, seamless, steel pres-sure vessels such as those used for
5、the storage and transporta-tion of pressurized gasses. It is applicable to both isolatedvessels and those in assemblies.1.3 The practice is intended to be used following anAcoustic Emission (AE) examination of stacked seamlessgaseous pressure vessels (with limited surface scanning area)described in
6、Test Method E1419.1.4 This practice does not establish acceptance criteria.These are determined by the reference notch dimensions,which must be specified by the using parties.NOTE 1Background information relating to the technical require-ments of this practice can be found in the references sited in
7、 Test MethodE1419, Appendix X1.1.5 Dimensional values stated in inch-pound units are re-garded as standard; SI equivalents, in parentheses may beapproximate.1.6 This standard does not purport to address all of thesafety concerns, if any, associated with its use. It is theresponsibility of the user o
8、f 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 Standards:2E213 Practice for Ultrasonic Testing of Metal Pipe andTubingE543 Specification for Agencies Performing Nondestructi
9、veTestingE587 Practice for Ultrasonic Angle-Beam Contact TestingE1316 Terminology for Nondestructive ExaminationsE1419 Practice for Examination of Seamless, Gas-Filled,Pressure Vessels Using Acoustic EmissionE2192 Guide for Planar Flaw Height Sizing by Ultrasonics2.2 ASNT Documents:3Recommended Prac
10、tice SNT-TC-1A for Personnel Qualifi-cation and CertificationANSI/ASNT-CP-189 Standard for Qualification and Certifi-cation of Nondestructive Testing Personnel2.3 AIA Document:NAS-410 Nondestructive Testing Personnel Qualificationand Certification43. Terminology3.1 Terminology relating to this pract
11、ice for angle-beamshear wave ultrasonic examination is defined in TerminologyE1316.4. Summary of Methodology4.1 An ultrasonic pulse-echo contact angle-beam, shearwave technique with the beam directed circumferentially isused to locate surface breaking discontinuities in the cylindri-cal wall of a pr
12、essure vessel. The amplitude of the reflectedsignal from the discontinuity is compared to that of a knownreference notch. Scanning is performed in both clockwise andcounter clockwise directions to detect and confirm the positionof the discontinuity identified in the AE examination report.1This pract
13、ice is under the jurisdiction of ASTM Committee E07 on Nonde-structive Testing and are the direct responsibility of Subcommittee E07.06 onUltrasonic Method.Current edition approved June 1, 2013. Published June 2013. Originallyapproved in 2002. Last previous edition approved in 2012 as E2223 - 12. DO
14、I:10.1520/E2223-13.2For 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 fromAmerican Society for Nondes
15、tructive Testing (ASNT), P.O. Box28518, 1711 Arlingate Ln., Columbus, OH 43228-0518, http:/www.asnt.org.4Available from Aerospace Industries Association of America, Inc. (AIA), 1000Wilson Blvd., Suite 1700,Arlington, VA22209-3928, http:/www.aia-aerospace.org.*A Summary of Changes section appears at
16、the end of this standardCopyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States15. Significance and Use5.1 The purpose of this practice is to provide a procedure forlocating, detecting and estimating the relevance of longitudi-nally oriented
17、crack-like discontinuities which have beenpreviously indicated by AE examination.5.2 This practice may be used for a pressure vessel that issituated in such a way as to limit access to the vessels wall.Typical examples include tube trailers and gas tube railroadcars. Since the pressure vessels are s
18、tacked horizontally in aframe, with limited space between them, the circumferentiallocation of a discontinuity may be a distance away from thesearch unit (several skip distances).5.3 This practice has been shown to be effective for cylin-ders between 9 in. (229 mm) and 24 in. (610 mm) in diameterand
19、 wall thicknesses between14 in. (6.4 mm) to 1 in. (26 mm)with discontinuities that are oriented longitudinally in pressurevessel sidewall.5.4 To reliably detect discontinuities by the procedure inthis practice, a significant part of the reflecting surface must betransverse to the beam direction.5.5
20、Evaluation of possible discontinuity in the end facesindicated by AE is not covered by this practice.6. Basis of Application6.1 Personnel Qualification6.1.1 If specified in the contractual agreement, personnelperforming examinations to this standard shall be qualified inaccordance with a nationally
21、recognized NDT personnel quali-fication practice or standard such as ANSI/ASNT-CP-189,SNT-TC-1A, NAS-410, or a similar document and certified bythe employer or certifying agency, as applicable. The standardused and its applicable revision shall be specified by theregulatory authority, or stated in t
22、he contractual agreement, orboth.6.1.2 Additional Personnel Training6.1.2.1 Personnel performing this type of examination shallhave additional training in the following topics.6.1.3 Construction and manufacturing techniques for seam-less steel pressure vessels.6.1.4 Familiarity with the types of dis
23、continuities that mayoccur in these types of pressure vessels.6.2 Qualification of Nondestructive Agencies6.2.1 If specified in the contractual agreement, NDT agen-cies shall be qualified and evaluated as described in theapplicable Sections 5 through 9 of Practice E543. The appli-cable edition shall
24、 be specified by the regulatory authority, orstated in the contractual agreement, or both.6.3 Extent of Examination6.3.1 The extent of the examination shall be in accordancewith the procedures in Sections 9 and 10 unless otherwisespecified.6.3.2 The reference notch dimensions shall be specified byth
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