ASTM E2223-2012 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 E2223-2012 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 E2223-2012 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(6页珍藏版)》请在麦多课文档分享上搜索。
1、Designation: E2223 07 E2223 12Standard 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 cas
2、e of revision, 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 Scope*1.1 This practice describes a contact angle-beam shear wave ultrasonic technique to dete
3、ct and locate the circumferentialposition of longitudinally oriented discontinuities and to compare the amplitude of the indication from such discontinuities to thatof a specified reference notch. This practice does not address examination of the vessel ends. The basic principles of contactangle-bea
4、m examination can be found in Practice E587. Application to pipe and tubing, including the use of notches forstandardization, is described in Practice E213.1.2 This practice is appropriate for the ultrasonic examination of cylindrical sections of gas-filled, seamless, steel pressurevessels such as t
5、hose used for the storage and transportation of pressurized gasses. It is applicable to both isolated vessels and thosein assemblies.1.3 The practice is intended to be used following an Acoustic Emission (AE) examination of stacked seamless gaseous pressurevessels (with limited surface scanning area
6、) described in Test Method E1419.1.4 This practice does not establish acceptance criteria. These are determined by the reference notch dimensions, which mustbe specified by the using parties.NOTE 1Background information relating to the technical requirements of this practice can be found in the refe
7、rences sited in Test Method E1419,Appendix X1.1.5 Dimensional values stated in in-pound units are regarded as standard; SI equivalents, in parentheses may be approximate.1.6 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibilit
8、yof the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatorylimitations prior to use.2. Referenced Documents2.1 ASTM Standards:2E213 Practice for Ultrasonic Testing of Metal Pipe and TubingE543 Specification for Agencies Performing
9、Nondestructive TestingE587 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:3Re
10、commended Practice SNT-TC-1A for Personnel Qualification and CertificationANSI/ASNT-CP-189 Standard for Qualification and Certification of Nondestructive Testing Personnel2.3 AIA Document:NAS-410 Nondestructive Testing Personnel Qualification and Certification41 This practice is under the jurisdicti
11、on of ASTM Committee E07 on Nondestructive Testing and are the direct responsibility of Subcommittee E07.06 on UltrasonicMethod.Current edition approved Dec. 1, 2007Nov. 1, 2012. Published January 2008November 2012. Originally approved in 2002 . 2002. Last previous edition approved in20022007 as E22
12、23 - 02.E2223 - 07. DOI: 10.1520/E2223-07.10.1520/E2223-12.2 For referenced ASTM standards, visit the ASTM website, www.astm.org, or contact ASTM Customer Service at serviceastm.org. For Annual Book of ASTM Standardsvolume information, refer to the standards Document Summary page on the ASTM website
13、.3 Available from the American Society for Nondestructive Testing, 1711 Arlingate Lane, P.O. Box 28518, Columbus, OH 43228-0518.4 Available from Aerospace Industries Association of America, Inc., 1250 Eye St., NW, Washington, DC 20005.This document is not an ASTM standard and is intended only to pro
14、vide the user of an ASTM standard an indication of what changes have been made to the previous version. Becauseit may not be technically possible to adequately depict all changes accurately, ASTM recommends that users consult prior editions as appropriate. In all cases only the current versionof the
15、 standard as published by ASTM is to be considered the official document.*A Summary of Changes section appears at the end of this standardCopyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States13. Terminology3.1 Terminology relating to this p
16、ractice for angle-beam shear wave ultrasonic examination is defined in Terminology E1316.4. Summary of Methodology4.1 An ultrasonic pulse-echo contact angle-beam, shear wave technique with the beam directed circumferentially is used tolocate surface breaking discontinuities in the cylindrical wall o
17、f a pressure vessel. The amplitude of the reflected signal from thediscontinuity is compared to that of a known reference notch. Scanning is performed in both clockwise and counter clockwisedirections to detect and confirm the position of the discontinuity identified in the AE examination report.5.
18、Significance and Use5.1 The purpose of this practice is to provide a procedure for locating, detecting and estimating the relevance of longitudinallyoriented crack-like discontinuities which have been previously indicated by AE examination.5.2 This practice may be used for a pressure vessel that is
19、situated in such a way as to limit access to the vessels wall. Typicalexamples include tube trailers and gas tube railroad cars. Since the pressure vessels are stacked horizontally in a frame, with limitedspace between them, the circumferential location of a discontinuity may be a distance away from
20、 the search unit (several skipdistances).5.3 This practice has been shown to be effective for cylinders between 9 in. (229 mm) and 24 in. (610 mm) in diameter andwall thicknesses between 14 in. (6.4 mm) to 1 in. (26 mm) with discontinuities that are oriented longitudinally in pressure vesselsidewall
21、.5.4 To reliably detect discontinuities by the procedure in this practice, a significant part of the reflecting surface must betransverse to the beam direction.5.5 Evaluation of possible discontinuity in the end faces indicated by AE is not covered by this practice.6. Basis of Application6.1 Personn
22、el Qualification6.1.1 If specified in the contractual agreement, personnel performing examinations to this standard shall be qualified inaccordance with a nationally recognized NDT personnel qualification practice or standard such as ANSI/ASNT-CP-189,SNT-TC-1A, NAS-410, or a similar document and cer
23、tified by the employer or certifying agency, as applicable. The standard usedand its applicable revision shall be specified by the regulatory authority, or stated in the contractual agreement, or both.6.1.2 Additional Personnel Training6.1.2.1 Personnel performing this type of examination shall have
24、 additional training in the following topics.6.1.3 Construction and manufacturing techniques for seamless steel pressure vessels.6.1.4 Familiarity with the types of discontinuities that may occur in this type of pressure vessels.6.2 Qualification of Nondestructive Agencies6.2.1 If specified in the c
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