ASTM E2223-2007 Standard Practice for Examination of Seamless Gas-Filled Steel Pressure Vessels Using Angle Beam Ultrasonics《斜束超声法检验无缝、充气钢制压力容器的标准实施规程》.pdf
《ASTM E2223-2007 Standard Practice for Examination of Seamless Gas-Filled Steel Pressure Vessels Using Angle Beam Ultrasonics《斜束超声法检验无缝、充气钢制压力容器的标准实施规程》.pdf》由会员分享,可在线阅读,更多相关《ASTM E2223-2007 Standard Practice for Examination of Seamless Gas-Filled Steel Pressure Vessels Using Angle Beam Ultrasonics《斜束超声法检验无缝、充气钢制压力容器的标准实施规程》.pdf(5页珍藏版)》请在麦多课文档分享上搜索。
1、Designation: E 2223 07Standard Practice forExamination of Seamless, Gas-Filled, Steel PressureVessels Using Angle Beam Ultrasonics1This standard is issued under the fixed designation E 2223; 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 (e) indicates an editorial change since the last revision or reapproval.1. Scope1.1 This practice describes a contact angle-beam shear waveultrasonic technique to detect and locate
3、the 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
4、can be found in PracticeE 587. Application to pipe and tubing, including the use ofnotches for standardization, is described in Practice E 213.1.2 This practice is appropriate for the ultrasonic examina-tion of cylindrical sections of gas-filled, seamless, steel pres-sure vessels such as those used
5、for 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
6、 in Test Method E 1419.1.4 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 sit
7、ed in Test MethodE 1419, Appendix X1.1.5 Dimensional values stated in in-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 us
8、er 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 Standards:2E 213 Practice for Ultrasonic Examination of Metal Pipeand TubingE 543 Specification for Agencies Performing No
9、ndestruc-tive TestingE 587 Practice for Ultrasonic Angle-Beam Examination bythe Contact MethodE 1316 Terminology for Nondestructive ExaminationsE 1419 Test Method for Examination of Seamless, Gas-Filled, Pressure Vessels Using Acoustic EmissionE 2192 Guide for Planar Flaw Height Sizing by Ultrasonic
10、s2.2 ASNT Documents:3Recommended Practice SNT-TC-1A for Personnel Qualifi-cation and CertificationANSI/ASNT-CP-189 Standard for Qualification and Certi-fication of Nondestructive Testing Personnel2.3 AIA Document:NAS-410 Nondestructive Testing Personnel Qualificationand Certification43. Terminology3
11、.1 Terminology relating to this practice for angle-beamshear wave ultrasonic examination is defined in TerminologyE 1316.4. Summary of Methodology4.1 An ultrasonic pulse-echo contact angle-beam, shearwave technique with the beam directed circumferentially isused to locate surface breaking discontinu
12、ities in the cylindri-cal wall of a pressure vessel. The amplitude of the reflectedsignal from the discontinuity is compared to that of a known1This practice is under the jurisdiction of ASTM Committee E07 on Nonde-structive Testing and are the direct responsibility of Subcommittee E07.06 onUltrason
13、ic Method.Current edition approved Dec. 1, 2007. Published January 2008. Originallyapproved in 2002 . Last previous edition approved in 2002 as E2223 - 02.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For Annual Book of ASTM
14、Standards volume information, refer to the standards Document Summary page onthe ASTM website.3Available from the American Society for Nondestructive Testing, 1711 Arlin-gate Lane, P.O. Box 28518, Columbus, OH 43228-0518.4Available from Aerospace Industries Association of America, Inc., 1250 EyeSt.,
15、 NW, Washington, DC 20005.1Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.reference notch. Scanning is performed in both clockwise andcounter clockwise directions to detect and confirm the positionof the discontinuity identified in t
16、he AE examination report.5. Significance and Use5.1 The purpose of this practice is to provide a procedure forlocating, detecting and estimating the relevance of longitudi-nally oriented crack-like discontinuities which have beenpreviously indicated by AE examination.5.2 This practice may be used fo
17、r 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 stacked horizontally in aframe, with limited space between them, the circumferentiallocation of a discontinuity ma
18、y 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 wall thicknesses between14 in. (6.4 mm) to 1 in. (26 mm)with discontinuities that are oriented longitudinally in
19、 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 Evaluation of possible discontinuity in the end facesindicated by AE is not covered by this practice.6. Basis of
20、Application6.1 Personnel Qualification6.1.1 If specified in the contractual agreement, personnelperforming examinations to this standard shall be qualified inaccordance with a nationally recognized NDT personnel quali-fication practice or standard such as ANSI/ASNT-CP-189,SNT-TC-1A, NAS-410, or a si
21、milar 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 the contractual agreement, orboth.6.1.2 Additional Personnel Training6.1.2.1 Personnel performing this type of exa
22、mination 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 discontinuities that mayoccur in this type of pressure vessels.6.2 Qualification of Nondestructive Agencies6.2.1 If
23、specified in the contractual agreement, NDT agen-cies shall be qualified and evaluated as described in theapplicable Sections 5 through 9 of Practice E 543. The appli-cable edition shall be specified by the regulatory authority, orstated in the contractual agreement, or both.6.3 Extent of Examinatio
24、n6.3.1 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 bythe regulatory authority, or stated in the contractual agreement,or both.6.4 Reporting Criteria6.4.1 Reporting crite
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