ASTM E587-2010 9375 Standard Practice for Ultrasonic Angle-Beam Contact Testing《超声波角钢梁接触试验标准实施规程》.pdf
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1、Designation: E587 10Standard Practice forUltrasonic Angle-Beam Contact Testing1This standard is issued under the fixed designation E587; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year of last revision. A number in parenth
2、eses indicates the year of last reapproval. Asuperscript epsilon () indicates an editorial change since the last revision or reapproval.1. Scope1.1 This practice covers ultrasonic examination of materialsby the pulse-echo technique, using continuous coupling ofangular incident ultrasonic vibrations.
3、1.2 This practice shall be applicable to development of anexamination procedure agreed upon by the users of thepractice.1.3 The values stated in inch-pound units are regarded asstandard. The values given in parentheses are mathematicalconversions to SI units that are provided for information onlyand
4、 are not considered standard.1.4 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 establish appro-priate safety and health practices and determine the applica-bility of regulatory limitations
5、 prior to use.2. Referenced Documents2.1 ASTM Standards:2E114 Practice for Ultrasonic Pulse-Echo Straight-BeamContact TestingE317 Practice for Evaluating Performance Characteristicsof Ultrasonic Pulse-Echo Testing Instruments and Systemswithout the Use of Electronic Measurement InstrumentsE543 Speci
6、fication for Agencies Performing Nondestruc-tive TestingE1316 Terminology for Nondestructive Examinations2.2 ASNT Documents:3SNT-TC-1A Recommended Practice for NondestructiveTesting Personnel Qualification and CertificationANSI/ASNT CP-189 Standard for Qualification and Certi-fication of Nondestruct
7、ive Testing Personnel2.3 Military Standards:4MIL-STD-410 Nondestructive Testing Personnel Qualifica-tion and Certification2.4 Aerospace Industries Association Document:5NAS 410 Certification and Qualification of NondestructiveTesting Personnel3. Terminology3.1 DefinitionsFor definitions of terms use
8、d in this prac-tice, see Terminology E1316.4. Significance and Use4.1 An electrical pulse is applied to a piezoelectric trans-ducer which converts electrical to mechanical energy. In theangle-beam search unit, the piezoelectric element is generallya thickness expander which creates compressions and
9、rarefac-tions. This longitudinal (compressional) wave travels through awedge (generally a plastic). The angle between transducer faceand the examination face of the wedge is equal to the anglebetween the normal (perpendicular) to the examination surfaceand the incident beam. Fig. 1 shows the inciden
10、t angle fi, andthe refracted angle fr, of the ultrasonic beam.4.2 When the examination face of the angle-beam searchunit is coupled to a material, ultrasonic waves may travel in thematerial. As shown in Fig. 2, the angle in the material(measured from the normal to the examination surface) andmode of
11、 vibration are dependent on the wedge angle, theultrasonic velocity in the wedge, and the velocity of the wavein the examined material. When the material is thicker than afew wavelengths, the waves traveling in the material may belongitudinal and shear, shear alone, shear and Rayleigh, orRayleigh al
12、one. Total reflection may occur at the interface.(Refer to Fig. 3.) In thin materials (up to a few wavelengthsthick), the waves from the angle-beam search unit traveling inthe material may propagate in different Lamb wave modes.4.3 All ultrasonic modes of vibration may be used forangle-beam examinat
13、ion of material. The material forms and1This practice is under the jurisdiction of ASTM Committee E07 on Nonde-structive Testing and is the direct responsibility of Subcommittee E07.06 onUltrasonic Method.Current edition approved June 1, 2010. Published July 2010. Originally approvedin 1976. Last pr
14、evious edition approved in 2005 as E587 - 00(2005). DOI:10.1520/E0587-10.2For 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 A
15、STM website.3Available fromAmerican Society for Nondestructive Testing (ASNT), P.O. Box28518, 1711 Arlingate Ln., Columbus, OH 43228-0518, http:/www.asnt.org.4Available from Standardization Documents Order Desk, DODSSP, Bldg. 4,Section D, 700 Robbins Ave., Philadelphia, PA 19111-5098, http:/dodssp.d
16、aps.dla.mil.5Available from Aerospace Industries Association of America, Inc. (AIA), 1000Wilson Blvd., Suite 1700,Arlington, VA22209-3928, http:/www.aia-aerospace.org.1Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.the probable flaw
17、locations and orientations determine selec-tion of beam directions and modes of vibration. The use ofangle beams and the selection of the proper wave modepresuppose a knowledge of the geometry of the object; theprobable location, size, orientation, and reflectivity of theexpected flaws; and the laws
18、 of physics governing the propa-gation of ultrasonic waves. Characteristics of the examinationsystem used and the ultrasonic properties of the material beingexamined must be known or determined. Some materials,because of unique microstructure, are difficult to examineusing ultrasonics. Austenitic ma
19、terial, particularly weld mate-rial, is one example of this material condition. Caution shouldbe exercised when establishing examination practices for thesetype materials. While examination may be possible, sensitivitywill be inferior to that achievable on ferritic materials. Whenexamining materials
20、 with unique microstructures, empiricaltesting should be performed to assure that the examination willachieve the desired sensitivity. This may be accomplished byincorporating known reflectors in a mock up of the weld or partto be examined.4.3.1 Angle-Beam Longitudinal WavesAs shown in Fig.4, angle-
21、beam longitudinal waves with refracted angles in therange from 1 to 40 (where coexisting angle-beam shear wavesare weak, as shown in Fig. 3) may be used to detect fatiguecracks in axles and shafts from the end by direct reflection orby corner reflection. As shown in Fig. 5, with a crossed-beamdual-t
22、ransducer search unit configuration, angle-beam longitu-dinal waves may be used to measure thickness or to detectreflectors parallel to the examination surface, such as lamina-tions. As shown in Fig. 6, reflectors with a major plane at anangle up to 40 with respect to the examination surface,provide
23、 optimum reflection to an angle-beam longitudinalwave that is normal to the plane of the reflector. Angle-beamlongitudinal waves in the range from 45 to 85 become weakeras the angle increases; at the same time, the coexistingangle-beam shear waves become stronger. Equal amplitudeangle beams of appro
24、ximately 55 longitudinal wave and 29shear wave will coexist in the material, as shown in Fig. 7.Confusion created by two beams traveling at different anglesand at different velocities has limited use of this range of anglebeams.4.3.2 Angle-Beam Shear Waves (Transverse Waves)Angle-beam shear waves in
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