ASTM C1674-2011 Standard Test Method for Flexural Strength of Advanced Ceramics with Engineered Porosity (Honeycomb Cellular Channels) at Ambient Temperatures《环境温度下带工业孔隙(蜂窝状孔道)的高级陶.pdf

《ASTM C1674-2011 Standard Test Method for Flexural Strength of Advanced Ceramics with Engineered Porosity (Honeycomb Cellular Channels) at Ambient Temperatures《环境温度下带工业孔隙(蜂窝状孔道)的高级陶.pdf》由会员分享，可在线阅读，更多相关《ASTM C1674-2011 Standard Test Method for Flexural Strength of Advanced Ceramics with Engineered Porosity (Honeycomb Cellular Channels) at Ambient Temperatures《环境温度下带工业孔隙(蜂窝状孔道)的高级陶.pdf（26页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: C1674 11Standard Test Method forFlexural Strength of Advanced Ceramics with EngineeredPorosity (Honeycomb Cellular Channels) at AmbientTemperatures1This standard is issued under the fixed designation C1674; the number immediately following the designation indicates the year oforiginal a

2、doption or, in the case 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*1.1 This test method covers the determination of the flexuralstrength (m

3、odulus of rupture in bending) at ambient conditionsof advanced ceramic structures with 2-dimensional honeycombchannel architectures.1.2 The test method is focused on engineered ceramiccomponents with longitudinal hollow channels, commonlycalled “honeycomb” channels. (See Fig. 1.) The componentsgener

4、ally have 30 % or more porosity and the cross-sectionaldimensions of the honeycomb channels are on the order of 1millimeter or greater. Ceramics with these honeycomb struc-tures are used in a wide range of applications (catalyticconversion supports (1),2high temperature filters (2, 3),combustion bur

5、ner plates (4), energy absorption and damping(5), etc.). The honeycomb ceramics can be made in a range ofceramic compositionsalumina, cordierite, zirconia, spinel,mullite, silicon carbide, silicon nitride, graphite, and carbon.The components are produced in a variety of geometries(blocks, plates, cy

6、linders, rods, rings).1.3 The test method describes two test specimen geometriesfor determining the flexural strength (modulus of rupture) for aporous honeycomb ceramic test specimen (see Fig. 2):1.3.1 Test Method AA4-point or 3-point bending test withuser-defined specimen geometries, and1.3.2 Test

7、Method BA 4-point-14 point bending test witha defined rectangular specimen geometry (13 mm 3 25 mm 3 116 mm) and a 90 mm outer support span geometry suitablefor cordierite and silicon carbide honeycombs with small cellsizes.1.4 The test specimens are stressed to failure and thebreaking force value,

8、specimen and cell dimensions, andloading geometry data are used to calculate a nominal beamstrength, a wall fracture strength, and a honeycomb structurestrength.1.5 Test results are used for material and structural devel-opment, product characterization, design data, quality control,and engineering/

9、production specifications.1.6 The test method is meant for ceramic materials that arelinear-elastic to failure in tension. The test method is notapplicable to polymer or metallic porous structures that fail inan elastomeric or an elastic-ductile manner.1.7 The test method is defined for ambient test

10、ing tempera-tures. No directions are provided for testing at elevated orcryogenic temperatures.1.8 The values stated in SI units are to be regarded asstandard (IEEE/ASTM SI 10). English units are sparsely usedin this standard for product definitions and tool descriptions,per the cited references and

11、 common practice in the USautomotive industry.1.9 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 regul

12、atory limitations prior to use.2. Referenced Documents2.1 ASTM Standards:3C373 Test Method for Water Absorption, Bulk Density,Apparent Porosity, and Apparent Specific Gravity of FiredWhiteware ProductsC1145 Terminology of Advanced CeramicsC1161 Test Method for Flexural Strength of AdvancedCeramics a

13、t Ambient TemperatureC1198 Test Method for Dynamic Youngs Modulus, ShearModulus, and Poissons Ratio for Advanced Ceramics bySonic ResonanceC1239 Practice for Reporting Uniaxial Strength Data andEstimating Weibull Distribution Parameters for AdvancedCeramicsC1259 Test Method for Dynamic Youngs Modulu

14、s, ShearModulus, and Poissons Ratio for Advanced Ceramics by1This test method is under the jurisdiction of ASTM Committee C28 onAdvanced Ceramics and is the direct responsibility of Subcommittee C28.04 onApplications.Current edition approved Feb. 1, 2011. Published March 2011. Originallyapproved in

15、2008. Last previous edition approved in 2008 as C167408. DOI:10.1520/C1674-11.2The boldface numbers in parentheses refer to the list of references at the end ofthis standard.3For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For

16、Annual Book of ASTMStandards volume information, refer to the standards Document Summary page onthe ASTM website.1*A Summary of Changes section appears at the end of this standard.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.Impuls

17、e Excitation of VibrationC1292 Test Method for Shear Strength of Continuous Fiber-Reinforced Advanced Ceramics at Ambient TemperaturesC1341 Test Method for Flexural Properties of ContinuousFiber-Reinforced Advanced Ceramic CompositesC1368 Test Method for Determination of Slow CrackGrowth Parameters

18、of Advanced Ceramics by ConstantStress-Rate Strength Testing at Ambient TemperatureC1525 Test Method for Determination of Thermal ShockResistance for Advanced Ceramics by Water QuenchingC1576 Test Method for Determination of Slow CrackGrowth Parameters of Advanced Ceramics by ConstantStress Flexural

19、 Testing (Stress Rupture) at Ambient Tem-peratureD2344/D2344M Test Method for Short-Beam Strength ofPolymer Matrix Composite Materials and Their LaminatesE4 Practices for Force Verification of Testing MachinesE6 Terminology Relating to Methods of Mechanical TestingE337 Test Method for Measuring Humi

20、dity with a Psy-chrometer (the Measurement of Wet- and Dry-Bulb Tem-peratures)E691 Practice for Conducting an Interlaboratory Study toDetermine the Precision of a Test MethodE177 Practice for Use of the Terms Precision and Bias inASTM Test MethodsIEEE/ASTM SI 10 Standard for Use of the International

21、System of Units (SI) (The Modern Metric System)3. Terminology3.1 The definitions of terms relating to flexure testingappearing in Terminology E6 apply to the terms used in thistest method. The definitions of terms relating to advancedceramics appearing in Terminology C1145 apply to the termsused in

22、this test method. Pertinent definitions, as listed inTerminology C1145, Test Method C1161, and Terminology E6are shown in the following section with the appropriate sourcegiven in brackets. Additional terms used in conjunction withthis test method are also defined.3.1.1 advanced ceramic, na highly e

23、ngineered, high-performance, predominately nonmetallic, inorganic, ceramicmaterial having specific functional attributes. C11453.1.2 breaking force, F, nthe force at which fractureoccurs in a test specimen. E63.1.2.1 DiscussionIn this test method, fracture consists ofbreakage of the test bar into tw

24、o or more pieces or a loss of atleast 50 % of the maximum force carrying capacity.3.1.3 cell pitch, (p), L, nthe unit dimension/s for thecross-section of a cell in the honeycomb component. The cellpitch p is calculated by measuring the specimen dimension ofinterest, the cell count in that dimension,

25、 and a cell wallthickness, where p =(dt)/n. (See Fig. 3.)3.1.3.1 DiscussionThe cell pitch can be measured forboth the height and width of the cell; those two measurementswill be equal for a square cell geometry and uniform cell wallthickness and will be unequal for a rectangular cell geometry.3.1.4

26、cell wall thickness, (t), L, nthe nominal thicknessof the walls that form the cell channels of the honeycombstructure. (See Fig. 3.)3.1.5 channel porosity, nporosity in the porous ceramiccomponent that is defined by the large, open longitudinalhoneycomb channels. Channel porosity generally has cross

27、-sectional dimensions on the order of 1 millimeter or greater.FIG. 1 General Schematics of Typical Honeycomb Ceramic StructuresL = Outer Span Length (for Test Method A, L = User defined; for Test Method B, L =90mm)NOTE 14-Point-14 Loading for Test Methods A1 and B.NOTE 23-Point Loading for Test Meth

28、od A2.FIG. 2 Flexure Loading ConfigurationsC1674 1123.1.6 complete gage section, nthe portion of the specimenbetween the two outer bearings in four-point flexure andthree-point flexure fixtures.3.1.6.1 DiscussionIn this standard, the complete 4-pointflexure gage section is twice the size of the inne

29、r gage section.Weibull statistical analysis only includes portions of thespecimen volume or surface which experience tensile stresses.3.1.7 engineered porosity, nporosity in a component thatis deliberately produced and controlled for a specific functionand engineered performance. The porosity can be

30、 microporous(micron and submicron pores in the body of the ceramic) ormacroporous (millimeter and larger) cells and channels in theceramic. The porosity commonly has physical properties (vol-ume fraction, size, shape, structure, architecture, dimensions,etc.) that are produced by a controlled manufa

31、cturing process.The porosity in the component has a direct effect on theengineering properties and performance and often has to bemeasured for quality control and performance verification.3.1.8 four-point-14 point flexure, na configuration of flex-ural strength testing where a specimen is symmetrica

32、lly loadedat two inner span locations that are situated one quarter of theoverall span inside the span of the outer two support bearings.(See Fig. 2.) C11613.1.9 fractional open frontal area, (OFA), ND, na frac-tional ratio of the open frontal area of the honeycomb archi-tecture, calculated by divid

33、ing the total frontal area of the openchannels by the full frontal area of the full size specimen, as awhole.3.1.9.1 DiscussionThe fractional open frontal area of thefull size specimen can be calculated from the shape anddimensions of the cells and the wall thickness between cells.(See section 11.4

34、on Calculations.)3.1.10 fully-articulating fixture, na flexure fixture de-signed to be used both with flat and parallel specimens andwith uneven or nonparallel specimens. The fixture allows fullindependent articulation, or pivoting, of all load and supportrollers about the specimen long axis to matc

35、h the specimensurface. In addition, the upper or lower roller pairs are free topivot to distribute force evenly to the bearing cylinders oneither side. (See Annex A1 for schematics and discussion.)C11613.1.11 honeycomb cell density, na characterization of thehoneycomb cell structure that lists the n

36、umber of cells per unitarea and the nominal cell wall thickness. It is common practicein the automotive catalyst industry to use English units for thisterm, for example:100/17 density = 100 cells/in.2with a cell wall thickness of 0.017 in.200/12 density = 200 cells/in.2with a cell wall thickness of

37、0.012 in.3.1.12 honeycomb cellular architecture, nan engineeredcomponent architecture in which long cylindrical cells ofdefined geometric cross-section form a porous structure withopen channels in one dimension and a nominal closed-cellarchitecture in the remaining two dimensions. The crosssectional

38、 geometry of the honeycomb cells can have a varietyof shapessquare, hexagonal, triangular, circular, etc. (SeeFig. 1.)3.1.12.1 DiscussionThe cell walls in a honeycomb struc-ture may have controlled wall porosity levels, engineered forfiltering, separation effects, and mechanical strength.3.1.13 hone

39、ycomb structure strength, SHS, FL-2, nameasure of the maximum strength in bending of a specifiedhoneycomb test specimen, calculated by considering the com-plex moment of inertia of the test specimen with its channelpore structure and adjusting for the open frontal area of thecellular specimen. (See

40、Section 11 and Appendix X1.)3.1.13.1 DiscussionThe honeycomb structure strengthgives a continuum strength that is more representative of thetrue continuum strength as compared to the nominal beamstrength SNB, particularly for specimens where the linear cellcount in the smallest cross sectional dimen

41、sion is less than 15.b = specimen widthd = specimen thicknesst = cell wall thicknessp = cell pitchn = linear cell count (height)m = linear cell count (width)FIG. 3 Schematic of Honeycomb Structure with Square Cells Showing Geometric TermsC1674 1133.1.13.2 DiscussionThe honeycomb structure strengthma

42、y be used to compare tests for specimens of different cellarchitectures and sizes and specimen dimensions. However, thecalculated honeycomb structure strength is not representativeof the failure stress in the outer fiber surface (the wall fracturestrength) of the test specimen.3.1.14 linear cell cou

43、nt, ND, nthe integer number ofcells along a given cross-sectional dimension of a test speci-men. For the specimen width, the linear cell count is defined asm. For the specimen thickness dimension, the linear cell countis defined as n. (See Fig. 3.)3.1.15 modulus of elasticity, FL-2, nthe ratio of st

44、ress tocorresponding strain below the proportional limit. E63.1.16 nominal beam strength, SNB, FL-2, nIn honey-comb test specimens, a measure of the maximum strength inbending, calculated with the simple elastic beam equationsusing the overall specimen dimensions, disregarding thecellular/channel ar

45、chitecture, and making the simplifying as-sumption of a solid continuum in the bar. The nominal beamstrength is not necessarily representative of the true failurestress in the outer fiber face, because it does not take the effectof channel porosity on the moment of inertia into account. (SeeSection

46、11 and Appendix X1.)3.1.16.1 DiscussionThe nominal beam strength is calcu-lated without consideration of the dimensions, geometry/shape,cell wall thickness, or linear cell count of the cellular channelarchitecture in the test specimen. The nominal beam strengthcan be used for material comparison and

47、 quality control forflexure test specimens of equal size, comparable cell geometry,and equivalent loading configuration.3.1.16.2 DiscussionFor specimens where the minimumlinear cell count is less than 15, the nominal beam strengthshould not be used for design purposes or material propertycharacteriz

48、ation, because it is not necessarily an accurateapproximation of the true failure stress (material strength) inthe outer fiber face of the specimen.3.1.17 relative density (percent), na relative measurementof the density of a porous material, defined as the ratio(expressed as a percent) of the bulk

49、density of the specimen tothe true/theoretical density of the material composition. Therelative density of the specimen is equal to 1 minus thefractional porosity, expressed as a percent. The relative densityaccounts for both channel porosity and wall porosity.3.1.18 semi-articulating fixture, na flexure fixture de-signed to be used with flat and parallel specimens. The fixtureallows some articulation, or pivoting, to ensure the top pair (orbottom pair) of bearing cylinders pivot together about an axisparallel to the specimen