1、Designation: C674 13 (Reapproved 2018)Standard Test Methods forFlexural Properties of Ceramic Whiteware Materials1This standard is issued under the fixed designation C674; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year of
2、 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. Scope1.1 These test methods cover determination of the modulusof rupture and the modulus of elasticity of fired ceramicwhitewa
3、res bodies, formed by any fabrication method, and areapplicable to both glazed and unglazed test specimens.1.2 The values stated in inch-pound units are to be regardedas the standard. The metric equivalents of inch-pound unitsmay be approximate.1.3 This standard does not purport to address all of th
4、esafety concerns, if any, associated with its use. It is theresponsibility of the user of this standard to establish appro-priate safety, health, and environmental practices and deter-mine the applicability of regulatory limitations prior to use.1.4 This international standard was developed in accor
5、-dance with internationally recognized principles on standard-ization established in the Decision on Principles for theDevelopment of International Standards, Guides and Recom-mendations issued by the World Trade Organization TechnicalBarriers to Trade (TBT) Committee.2. Summary of Test Methods2.1 T
6、he specimens, either cylindrical, or rectangular, aresupported on knife edges over a suitable span and a direct loadis applied at the midpoint between the supports at a uniformrate until breakage occurs. The modulus of elasticity may bedetermined by halting the applied load at definite intervals and
7、measuring the deflection of the specimen at the midpoint to thenearest 0.001 in. (0.025 mm).3. Significance and Use3.1 These test methods provide a means for determining themodulus of rupture and the modulus of elasticity, which maybe required in product specifications.4. Apparatus4.1 Testing Machin
8、eAny suitable testing machine may beused, provided uniform rates of direct loading can be main-tained.4.1.1 For all specimens the loading rate should be such thatthe specimen should fail in approximately 1 min. Table 1 listsloading rates that shall be used for each size specimen. Forstrengths of spe
9、cimens intermediate of those specified, inter-polation can be used to obtain the equivalent loading rate.4.1.2 For the prescribed rectangular specimens the loadingrate shall be 1000 6 150 lbs (454 6 68 kg)/min.4.2 Bearing EdgesFor the support of the test specimen,two steel (or high-strength ceramic)
10、 knife edges rounded to aradius of 0.125 in. (3.18 mm) shall be provided. The load shallbe applied by means of a third steel knife edge rounded to aradius of 0.125 in. When testing rectangular specimens, thesupporting members for the bearing edges shall be constructedto provide a means for alignment
11、 of the bearing surfaces withthe surfaces of the test specimen (it being possible that therectangular specimen may be wedge-shaped or twisted). Theapparatus shown in Figs. 1 and 2 are suggested as suitabledevices for ensuring proper spacing and alignment of thebearing edges for rectangular test spec
12、imens.5. Test Specimens5.1 Preparation of SpecimensForm, fire, and finish thespecimens by the appropriate methods, following practicesused in actual production.5.2 DimensionsThe specimens shall be approximately1.125 in. (28.6 mm), 0.750 in. (19.2 mm), 0.500 in. (12.7 mm),or 0.250 in. (6.4 mm) in dia
13、meter, whichever diameter is mostcomparable to that of the finished product. The length shall be6 6 0.50 in. (153 6 12.7 mm) to permit an overhang of at least0.25 in. (6.4 mm) at each end when mounted on the supports.Note that the 0.25-in. specimens may be 3.75 6 0.25 in. (95 67 mm) long.5.2.1 The d
14、ry-pressed specimens shall be rectangular barsapproximately 1 in. (25.4 mm) by 0.50 in. (12.7 mm) in crosssection and at least 4.50 in. (114 mm) in length to permit anoverhang of at least 0.25 in. at each end when mounted on thesupports.5.3 HandlingObserve all due precautions in the forming,drying,
15、and firing to produce straight test specimens of uniformcross section.5.4 StorageCool test specimens taken warm from the kilnin a desiccator. If the testing must be delayed, store the bars inthe desiccator, or in an electric oven at 110C, and then cool in1These test methods are under the jurisdictio
16、n of ASTM Committee C21 onCeramic Whitewares and Related Productsand are the direct responsibility ofSubcommittee C21.03 on Methods for Whitewares and Environmental Concerns.Current edition approved Feb. 1, 2018. Published February 2018. Originallyapproved in 1971. Last previous edition approved in
17、2013 as C674 13. DOI:10.1520/C0674-13R18.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United StatesThis international standard was developed in accordance with internationally recognized principles on standardization established in the Decision
18、on Principles for theDevelopment of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.1a desiccator before testing. When removing specimens from ahot kiln, take care to avoid thermal shock which will lead toerroneou
19、s results.MODULUS OF RUPTURE6. Procedure6.1 Test at least ten dry specimens at room temperature.NOTE 1The modulus of elasticity may be determined as described inSections 1011on the same type specimens used for the modulus ofrupture test.6.2 Place the cylindrical specimen on the bearing edges,spaced
20、5 in. (127 mm) 6 2 % between centers, with thespecimen overhanging each end by at least 0.25 in. (6.4 mm).Apply the load at a right angle to the specimen and midway(62 %) between the supporting edges. Apply the load uni-formly at the appropriate rate for the specimen size (see 4.1.1)TABLE 1 Loading
21、Rates for SpecimensSpecimen Size, in. (mm)Span, in. (mm)Nominal MOR, ksi (MPa)10 (69) 30 (207) 50 (345)Loading Rate, lb/min (kg/s)1.125 (28.6) diameter 5 (127) 1100 (8.32) 3400 (25.70) 5600 (42.34)0.750 (19.2) “ 5 (127) 300 (2.27) 1000 (7.56) 1700 (12.85)0.500 (12.7) “ 5 (127) 100 (0.76) 300 (2.27)
22、500 (3.76)0.250 (6.4) “ 3 (76) 20 (0.15) 60 (0.45) 100 (0.76)1 by 0.50 (25.4 by 12.7) 4 (102) 400 (3.02) 1250 (9.45) 2100 (15.88)FIG. 1 Suggested Bearing Edge and Specimen SupportFIG. 2 Alternative Suggested Bearing Edge and Specimen SupportC674 13 (2018)2until failure occurs. Measure the diameter a
23、t four approxi-mately equidistant points at the break and take the average tothe nearest 0.001 in. (0.0254 mm) for calculation purposes.Break the 0.25-in. diameter rods between 3-in. (76-mm)centers and note this in the report.6.2.1 Place the rectangular test specimen on the bearingedges, spaced 4.0
24、in. (102 mm) between centers, with thespecimen overhanging at each end by at least 0.25 in. (6.4mm). Apply the load at a right angle to the 1-in. (25.4-mm)surface of the specimen and midway between the supportingedges. Break specimens glazed on only one of the 1-in.surfaces with the glazed surface e
25、ither up or down, but breakall of the specimens from any one lot in the same position andrecord this position. Apply the load uniformly at the rate of1000 6 150 lbs (454 6 68 kg)/min, until failure occurs.Measure the width and thickness at the break to the nearest0.001 in. (0.0254 mm).7. Calculation
26、7.1 Calculate the modulus of rupture of each circular crosssection specimen as follows:M 5 8PL/d3(1)where:M = modulus of rupture, psi (or MPa);P = load at rupture, lbf (or N);L = distance between supports, in. (or mm);d = diameter of specimen, in. (or mm).7.1.1 Calculate the modulus of rupture of ea
27、ch rectangularspecimen as follows:M 5 3 PL/2bd2where:M = modulus of rupture, psi (or MPa);P = load at rupture, lbf (or N);L = distance between supports, in. (or mm);b = width of specimen, in. (or mm); andd = thickness of specimen, in. (or mm).8. Report8.1 Report the following information:8.1.1 Ident
28、ification of the material tested,8.1.2 Data and computed modulus of rupture for eachspecimen,8.1.3 The adjusted average of the computed modulus ofrupture values (discarding those values from the bars which,upon inspection, show obvious defect), and8.1.4 In the case of glazed specimens, the position
29、of theglazed surface or surfaces, with respect to the applied load.8.2 The report may also include:8.2.1 A description of type of fracture and the behavior ofeach specimen under load,8.2.2 Name and rating of the machine used to make the test,and8.2.3 A graph showing the individual values of modulus
30、ofrupture arranged in ascending order.9. Precision and Bias9.1 Precision:9.1.1 Interlaboratory Test DataAn interlaboratory testwas run in 1978 in which randomly drawn samples of fivematerials were tested in each of four laboratories. One operatorin each laboratory tested ten specimens of each materi
31、al. Thecomponents of variance for flexural strength results expressedas coefficients of variation were calculated as follows:Single-operator component 2.42 % of the averageBetween-laboratory component 18.79 % of the average9.1.2 Critical DifferencesFor the components of variancereported in 9.1.1, tw
32、o averages of observed values should beconsidered significantly different at the 95 % probability levelif the difference equals or exceeds the following criticaldifferences listed below:Critical Difference, % of GrandAverageANumber of Obser-vations in EachAverageSingle-OperatorPrecisionBetween-Labor
33、atoryPrecision10 6.72 52.10_AThe critical differences were calculated using t = 1.960 which is based on infinitedegrees of freedom.9.1.3 Confidence LimitsFor the components of variancenoted in 9.1.1, single averages of observed values have thefollowing 95 % confidence limits:Width of 95 % Confidence
34、 Limits,Percent of the Grand AverageANumber of Obser-vations in EachAverageSingle-OperatorPrecisionBetween-LaboratoryPrecision10 4.75 36.84_AThe confidence limits were calculated using t = 1.960 which is based on infinitedegrees of freedom.9.2 BiasNo justifiable statement on bias is possible sinceth
35、e true value of flexural strength of ceramic whitewarematerials cannot be established and will be different for eachspecific material.MODULUS OF ELASTICITY10. Procedure10.1 Support the specimen in the same way as for themodulus of rupture determination. Set any type of deflectome-ter capable of indi
36、cating to 0.001 in. (0.0254 mm) to measuredeflection at mid-span relative to the ends of the span. Applythe load uniformly (see either 4.1.1 or 4.1.2) in accordancewith the shape of the specimen. Stop the loading at 15 %increments of the expected total breaking load, as may previ-ously have been det
37、ermined in the modulus of rupture tests,and record the corresponding deflections.11. Calculation11.1 Plot the load-deflection readings to a convenient scaleand draw a straight (stress-strain) line to represent, as nearly aspossible, the average of the plotted points below the elasticlimit. (In some
38、materials, increasing departures from a straightline may be noted at the higher stress. Such evidence of plasticC674 13 (2018)3flow, or of non-recoverable strain, indicates that the elasticlimit has been exceeded.) If the line does not pass through thezero point, draw a corrected line through this p
39、oint parallel tothe stress-strain line.11.1.1 Calculate the modulus of elasticity, E, for rectangularspecimens from the coordinates of some convenient point onthe corrected line as follows:E 5 W1L3/4bd3(2)where:W1= load coordinate of the selected point, lbf (or N);L = length of span, in. (or mm); =
40、deformation coordinate of the selected point, in. (ormm);b = width of specimen at the center, in. (or mm); andd = thickness of specimen at the center, in. (or mm).11.1.2 Calculate the modulus of elasticity, E, for circularcross-section specimens from the coordinates of some conve-nient point on the
41、corrected line as follows:E 5 4W1L3/3d4(3)where:W1= load coordinate of the selected point, lbf (or N);L = length of span, in. (or mm); = deformation coordinate of the selected point, in. (ormm); andd = diameter of specimen, in. (or mm).12. Report12.1 Report the following information:12.1.1 Identific
42、ation of the material tested,12.1.2 Stress-strain data and modulus of elasticity for eachspecimen, and12.1.3 In the case of glazed specimens the position of theglazed surface or surfaces.13. Precision and Bias13.1 Measurements of Modulus of Elasticity are inherentlymore precise than measurements of
43、Modulus of Rupturebecause of unaccounted-for material effects during rupture (seeSection 9).14. Keywords14.1 ceramic whiteware materials; flexural propertiesASTM International takes no position respecting the validity of any patent rights asserted in connection with any item mentionedin this standar
44、d. Users of this standard are expressly advised that determination of the validity of any such patent rights, and the riskof infringement of such rights, are entirely their own responsibility.This standard is subject to revision at any time by the responsible technical committee and must be reviewed
45、 every five years andif not revised, either reapproved or withdrawn. Your comments are invited either for revision of this standard or for additional standardsand should be addressed to ASTM International Headquarters. Your comments will receive careful consideration at a meeting of theresponsible t
46、echnical committee, which you may attend. If you feel that your comments have not received a fair hearing you shouldmake your views known to the ASTM Committee on Standards, at the address shown below.This standard is copyrighted by ASTM International, 100 Barr Harbor Drive, PO Box C700, West Consho
47、hocken, PA 19428-2959,United States. Individual reprints (single or multiple copies) of this standard may be obtained by contacting ASTM at the aboveaddress or at 610-832-9585 (phone), 610-832-9555 (fax), or serviceastm.org (e-mail); or through the ASTM website(www.astm.org). Permission rights to photocopy the standard may also be secured from the Copyright Clearance Center, 222Rosewood Drive, Danvers, MA 01923, Tel: (978) 646-2600; http:/ 13 (2018)4
