ASTM C1548-2002(2007) Standard Test Method for Dynamic Youngs Modulus Shear Modulus and Poissons Ratio of Refractory Materials by Impulse Excitation of Vibration《用振动的脉冲激励法测试耐火材料动态杨.pdf

《ASTM C1548-2002(2007) Standard Test Method for Dynamic Youngs Modulus Shear Modulus and Poissons Ratio of Refractory Materials by Impulse Excitation of Vibration《用振动的脉冲激励法测试耐火材料动态杨.pdf》由会员分享，可在线阅读，更多相关《ASTM C1548-2002(2007) Standard Test Method for Dynamic Youngs Modulus Shear Modulus and Poissons Ratio of Refractory Materials by Impulse Excitation of Vibration《用振动的脉冲激励法测试耐火材料动态杨.pdf（7页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: C 1548 02 (Reapproved 2007)Standard Test Method forDynamic Youngs Modulus, Shear Modulus, and PoissonsRatio of Refractory Materials by Impulse Excitation ofVibration1This standard is issued under the fixed designation C 1548; the number immediately following the designation indicates th

2、e year oforiginal adoption or, in the case of revision, 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 test method covers the measurement of the fu

3、nda-mental resonant frequencies for the purpose of calculating thedynamic Youngs modulus, the dynamic shear modulus (alsoknown as the modulus of rigidity), and the dynamic Poissonsratio of refractory materials at ambient temperatures. Speci-mens of these materials possess specific mechanical resonan

4、tfrequencies, which are determined by the elastic modulus,mass, and geometry of the test specimen. Therefore, thedynamic elastic properties can be computed if the geometry,mass, and mechanical resonant frequencies of a suitablespecimen can be measured. The dynamic Youngs modulus isdetermined using t

5、he resonant frequency in the flexural modeof vibration and the dynamic shear modulus is determinedusing the resonant frequency in the torsional mode of vibration.Poissons ratio is computed from the dynamic Youngs modu-lus and the dynamic shear modulus.1.2 Although not specifically described herein,

6、this methodcan also be performed at high temperatures with suitableequipment modifications and appropriate modifications to thecalculations to compensate for thermal expansion.1.3 The values are stated in SI units and are to be regardedas the standard.1.4 This standard may involve hazardous material

7、s, opera-tions, and equipment. This standard does not purport toaddress all of the safety concerns, if any, associated with itsuse. It is the responsibility of the user of this standard toestablish appropriate safety and health practices and deter-mine the applicability of regulatory limitations pri

8、or to use.2. Referenced Documents2.1 ASTM Standards:2C 71 Terminology Relating to RefractoriesC 215 Test Method for Fundamental Transverse, Longitu-dinal, and Torsional Resonant Frequencies of ConcreteSpecimensC 885 Test Method for Youngs Modulus of RefractoryShapes by Sonic ResonanceC 1259 Test Met

9、hod for Dynamic Youngs Modulus, ShearModulus, and Poissons Ratio for Advanced Ceramics byImpulse Excitation of Vibration3. Summary of Test Method3.1 The fundamental resonant frequencies are determinedby measuring the resonant frequency of specimens struck oncemechanically with an impacting tool. Fre

10、quencies are mea-sured with a transducer held lightly against the specimen usinga signal analyzer circuit. Impulse and transducer locations areselected to induce and measure one of two different modes ofvibration. The appropriate resonant frequencies, dimensions,and mass of each specimen may be used

11、 to calculate dynamicYoungs modulus, dynamic shear modulus, and dynamic Pois-sons ratio.4. Significance and Use4.1 This test method is non-destructive and is commonlyused for material characterization and development, designdata generation, and quality control purposes. The test assumesthat the prop

12、erties of the specimen are perfectly isotropic,which may not be true for some refractory materials. The testalso assumes that the specimen is homogeneous and elastic.Specimens that are micro-cracked are difficult to test since theydo not yield consistent results. Specimens with low densitieshave a d

13、amping effect and are easily damaged locally at theimpact point. Insulating bricks can generally be tested with thistechnique, but fibrous insulating materials are generally tooweak and soft to test.4.2 For quality control use, the test method may be used formeasuring only resonant frequencies of an

14、y standard sizespecimen.An elastic modulus calculation may not be needed oreven feasible if the shape is non-standard, such as a slide gateplate containing a hole. Since specimens will vary in both sizeand mass, acceptable frequencies for each shape and materialmust be established from statistical d

15、ata.1This test method is under the jurisdiction of ASTM Committee C08 onRefractories and is the direct responsibility of Subcommittee C08.01 on Strength.Current edition approved March 1, 2007. Published April 2007. Originallyapproved in 2002. Last previous edition approved in 2002 as C 1548 02.2For

16、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.1Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700,

17、 West Conshohocken, PA 19428-2959, United States.4.3 Dimensional variations can have a significant effect onmodulus values calculated from the frequency measurements.Surface grinding may be required to bring some materials intothe specified tolerance range.4.4 Since cylindrical shapes are not common

18、ly made fromrefractory materials they are not covered by this test method,but are covered in Test Method C 215.5. Apparatus5.1 Electronic SystemThe electronic system in Fig. 1consists of a signal conditioner/amplifier, a signal analyzer, afrequency readout device, and a signal transducer for sensing

19、the vibrations. The system should have sufficient precision tomeasure frequencies to an accuracy of 0.1 %. Commercialinstrumentation is available which meets this requirement.35.1.1 Frequency AnalyzerThis consists of a signalconditioner/amplifier to power the transducer and a digitalwaveform analyze

20、r or frequency counter with storage capabil-ity to analyze the signal from the transducer. The waveformanalyzer shall have a sampling rate of at least 20 000 Hz. Thefrequency counter should have an accuracy of 0.1 %.5.1.2 SensorA piezeoelectric accelerometer contact trans-ducer is most commonly used

21、, although non-contact transduc-ers based on acoustic, magnetic, or capacitance measurementsmay also be used. The transducer shall have a frequencyresponse in the range of 50 Hz to 10 000 Hz, and have aresonant frequency above 20 000 Hz. The sensor shall have amark identifying the maximum sensitivit

22、y direction so that itcan be properly oriented for each vibration mode.5.2 ImpactorBecause refractory materials are tested withspecimens of various sizes, it is not feasible to specify animpactor with a specific size, weight, or construction method.However, hammer style impactors which have light we

23、ighthandles with the impacting mass concentrated near the end arepreferred to dropping vertical impactors. Steel hammer styleimpactors, with head weights between 0.3 and 3 % of thespecimen weight, are recommended. To avoid damaging thesurface of insulating bricks or other weak materials, plastic orr

24、ubber shapes should be substituted for the steel impactors.5.3 Specimen SupportThe support shall permit the speci-men to vibrate freely without restricting the desired mode ofvibration. For room temperature measurements, soft rubber orplastic strips located at the nodal points are typically used.Alt

25、ernately, the specimen can be placed on a thick soft rubberpad. For elevated temperature measurements, the specimenmay be suspended from support wires wrapped around thespecimen at nodal points and passing vertically out of the testchamber.6. Test Specimen6.1 PreparationTest specimens shall be prepa

26、red to yielduniform rectangular shapes. Normally, brick sized specimensare used. Although smaller bars cut from bricks are easilytested for flexural resonant frequencies, it is more difficult toobtain torsional resonance in specimens of square cross-section. Some pressed brick shapes are dimensional

27、ly uniformenough to test without surface grinding, but specimens cutfrom larger shapes or prepared by casting or other means oftenrequire surface grinding of one or more surfaces to meet thedimensional criteria noted below.6.2 Heat TreatmentAll specimens shall be prefired to thedesired temperature a

28、nd oven dried before testing.6.3 Dimensional RatiosSpecimens having either verysmall or very large ratios of length to maximum transversedimensions are frequently difficult to excite in the fundamentalmodes of vibration. Best results are obtained when this ratio isbetween 3 and 5. For use of the equ

29、ations in this method, theratio must be at least 2.6.4 Dimensional UniformityRectangular specimens shallhave surfaces that are flat and parallel to within 6 0.5 % of thenominal measured value.6.5 Weight (or Mass) and DimensionsDetermine theweight (or mass) to the nearest 6 0.5 %. Measure eachdimensi

30、on to within 6 0.5 %.7. Measurement of Impulse Resonant Frequencies7.1 Transverse Frequency:7.1.1 Support the specimen so that it may vibrate freely inthe fundamental transverse mode. In this mode the nodal points(where the displacement is zero) are located at 0.224L fromeach end, where L is the spe

31、cimen length. Vibrational displace-ments are a maximum at the ends of the specimen and about3Equipment found suitable is available from J. W. Lemmons, Inc., 3466Bridgeland Drive, Suite 230, St. Louis, MO 63044-260.FIG. 1 Diagram of Test ApparatusC 1548 02 (2007)23/5 maximum at the center. The nodal

32、points are shown in Fig.2 along with recommended impact points and sensor locations.If the specimen does not have a square cross-section, supportthe specimen on its largest face such that it vibrates perpen-dicular to its thinnest dimension.7.1.2 Turn on the electronic system and warm it up accord-i

33、ng the manufacturers instructions.7.1.3 Position the sensor on the side face of the specimen atmid length, with the sensor oriented such that the mostsensitive pick-up direction coincides with the vibration direc-tion. In Fig. 2, the dot on the sensor indicates the most sensitivepickup direction of

34、the sensor and it is pointed upward towarda top-center impact point. The sensor is typically held againstthe specimen with very light hand pressure, but some typescould be temporarily attached to large specimens.7.1.4 Select an impact hammer with a head weight 0.3 to3 % of the specimen weight and li

35、ghtly tap the top center of thespecimen perpendicular to the surface. Note the readingdisplayed by the electronic system, allow a few seconds forexisting vibrations to dampen in the specimen, and repeat theprocedure at least 3 times until a consistent value is repro-duced. Record that value and calc

36、ulate the resonant frequencyFIG. 2 Impact Points and Transducer LocationsC 1548 02 (2007)3from it per the manufacturers instructions if frequency is notdisplayed directly. If a consistent value cannot be obtained,either the specimen is damaged or other modes of vibration areinterfering with the meas

37、urement.7.2 Torsional Frequency7.2.1 Support the specimen so that it may vibrate freely intorsion. In this mode there is a single nodal point at the centerand vibrations are a maximum at the ends. The impact andsensor pickup points are located at 0.224L from the ends. Thislocation is a nodal point f

38、or flexural vibration and minimizesinterference from flexural vibrations.7.2.2 Turn on the electronic system and warm it up accord-ing to the manufacturers instructions.7.2.3 Position the sensor on the side face of the specimen at0.224L, with the sensor oriented such that the sensitive pick-updirect

39、ion coincides with the vibration direction. In Fig. 2, thedot on the sensor indicates the most sensitive pickup directionof the sensor and it is pointed upward toward a top impactpoint.7.2.4 Select an impact hammer with a head weight 0.3 to3 % of the specimen weight and lightly tap the top of thespe

40、cimen at a 0.224L location perpendicular to the surface.Note the reading displayed by the electronic system, allow afew seconds for existing vibrations to dissipate, and repeat theprocess at least 3 times until a consistent value is reproduced.Record that value and calculate the resonant frequency f

41、rom itif frequency is not displayed directly.8. Calculations8.1 Dynamic Youngs Modulus4,5:8.1.1 From the fundamental flexural vibration of a rectan-gular bar:E 5 0.9465Smff2bDSL3t3 DT1(1)where:E = Youngs modulus, Pa,m = mass of the bar, g,b = width of the bar, mm,L = length of the bar, mm,t = thickn

42、ess of the bar, mm,ff= fundamental resonant frequency of the bar in flexure,Hz, andT1= correction factor for fundamental flexural made toaccount for finite thickness of bar, Poissons ratio, etc.T15 1 1 6.585 1 1 0.0752 1 0.81092!StLD22 0.868StLD2HS8.340 1 1 0.2023 1 2.1732!StLD4DJHS1.000 1 6.338 1 1

43、 0.1408 1 1.5362!StLD2DJ = Poissons ratio.8.1.1.1 If L / t $ 20, T1can be simplified to:T15S1.000 1 6.585StLD2Dand E can be calculated directly.8.1.1.2 If L / t 20, then an initial Poissons ratio must beassumed to start the computations. An iterative process is thenused to determine a value of Poiss

44、ons ratio, based onexperimental Youngs modulus and shear modulus. This itera-tive process is shown in Fig. 3 and described below.(1) Determine the fundamental flexural and torsional reso-nant frequencies of the rectangular test specimen. Using Eq 2,the dynamic shear modulus of the test specimen is c

45、alculatedfrom the fundamental torsional resonant frequency and thedimension and mass of the specimen.(2) Using Eq 1, the dynamic Youngs modulus of therectangular test specimen is calculated from the fundamentalflexural resonant frequency, the dimensions and mass of thespecimen, and the initial/itera

46、tive Poissons ratio.(3) The dynamic shear modulus and Youngs valuesmodulus.calculated in steps (1) and (2) are substituted into Eq3, for Poissons ratio. A new value for Poissons ratio is thencalculated for another iteration starting at step (2).(4) Steps (2) and (3) are repeated until no significant

47、difference (2 % or less) is observed between the last iterativevalue and the final computed value of the Poissons ratio.Self-consistent values for the moduli are thus obtained.8.2 Dynamic Shear Modulus6,7:8.2.1 From the fundamental torsional vibration of a rectan-gular bar:G 5 H4 Lmft2!bt!JHB1 1 A!J

48、 (2)where:G = shear modulus, Pa, andft= fundamental resonant frequency of the bar in torsion,Hz.B 5HSbtD1StbDJH4StbD2 2.52StbD21 0.21StbD6JA 5H0.5062 2 0.8776SbtD1 0.3504SbtD22 0.0078SbtD3JH12.03SbtD1 9.892SbtD2J4Spinner, S., Reichard, T. W., and Tefft, W. E., “A Comparison of Experimentaland Theore

49、tical Relations Between Youngs Modulus and the Flexural and Longi-tudinal Resonance Frequencies of Uniform Bars,” Journal of Research of theNational Bureau of StandardsA. Physics and Chemistry, Vol 64A, #2, March-April, 1960.5Spinner, S., and Tefft, W. E., “A Method for Determining MechanicalResonance Frequencies and for Calculating Elastic Moduli from these Frequencies,”Proceedings, ASTM, 1961, pp. 1221-1238.6Pickett, G., “Equations for Computing Elastic Constants from Flexural andTorsional Resonant Frequencies of Vibration of Pri