فرع السيراميك ومواد البناء/المرحلة الثالثة Characteristic of Ceramic Materials/mechanical properties 1-7 MECHANICAL TESTING With the increasing role of ceramics in technology, further understanding of mechanical properties has become increasingly more important. This has resulted in the use and standardization of various test methods to better understand and quantify mechanical properties. 1-7.1 Strength One of the most important properties for characterizing a material is strength. The characterization of the fracture strength (approximately equal to ultimate strength for brittle materials) distribution is needed when ceramic design for structural applications involves failure probability as criteria. Various test methods are employed to determine the fracture strength of a given ceramic material. Usually, the fracture strength is equated to the maximum stress at the point of fracture, which requires that the stress distribution in the test specimen be known. A common source of error in tests measuring fracture strength is that the strength of ceramic materials is strongly influenced by the test specimen’s size, geometry, and surface finish. Tension The tensile test equipment consists of two main parts, the test specimen grip holding the actual test specimen and the interface attachment that connects the test specimen grip to the test machine. The grip should be designed to reduce any eccentricity in order to maintain a uniaxial stress state. The attachment interfacing between the test specimen grip and the test machine is usually one of two designs: flexible, self-aligning and fixed, alignable. Ideally, the stress state will be characterized by the simple equation: Where σ is the normal stress, P is the applied force, and A is the cross sectional area. However, the actual stress state in the gauge section, σgs, will include error from eccentricity in the testing equipment and/or the test specimen and can be characterized as: 1 فرع السيراميك ومواد البناء/المرحلة الثالثة Characteristic of Ceramic Materials/mechanical properties where Fig. 1 Schematic of tensile, flexure, and compressive setups. with e being the eccentricity distance, r being the distance from the point in the gauge section at which the stress is being measured to the centroid, and I being the moment of inertia in the gauge section cross section. *American Society for Testing and Materials (ASTM),† ‘‘Standard Test Method for Tensile Strenth of Monolithic Advanced Ceramics at Ambient Temperatures,’’ C1273-95 *ASTM, ‘‘Standard Test Method for Tensile Strength of Monolithic Advanced Ceramics at Elevated Temperatures,’’ C1366-97 Compression The compression strength of ceramic materials is usually much greater than that in tension. Consequently, tensile strength is usually the critical factor in terms design. The compression test usually consists of two load blocks exerting a compressive force on a cylindrical test specimen. The test specimen should be uniform to avoid buckling of individual layers aligned with the applied load. 2 فرع السيراميك ومواد البناء/المرحلة الثالثة Characteristic of Ceramic Materials/mechanical properties Common sources of error are size mismatches between the load block and specimen, surface irregularities, and eccentric loading as explained in the tensile testing section. The first three errors bring about excessive stresses in the ends of the test specimen, which can cause failures in the non-gauge section of the test specimen. Eccentricity, as in tensile testing, reduces uniformity in the gauge section stress state. *JISC, ‘‘Testing Method for Compressive Strength of High Performance Ceramics,’’ R1608-1990 *ASTM, ‘‘Standard Test Method for Compressive (Crushing) Strength of Fired White ware Materials,’’ C773-88 Flexure Testing in flexure typically involves a three- or four-point loading of a test specimen as shown in Fig. 2. Compared to tension and compression tests, flexure tests are less expensive, simpler in setup, and easier to adapt to elevated temperature testing. The applied moment, M, yields the equation for uniaxial normal stress, σ: where the moment of inertia I is (bh3)/12 (b = width and h= height) and C is the distance from the neutral axis to the outer surface of the test specimen. Given that the moment M= P (Lo- Li)/4 (Lo = outer span, Li = inner span) and y= h/2 we can substitute into the equation to find the fracture strength, Sƒ, which is the maximum tensile stress obtained at the fracture force, Pƒ: Various sources of internal and external errors in the testing process can affect the measured results of flexure tests. Errors classified as ‘‘internal’’ involve deviations from simple beam theory and involve test specimen geometry and properties. A test specimen with an initial curvature resulting from residual stresses generated during machining would cause an internal error. Another example of an internal error would be excessive specimen deflection during testing. Support point frictional forces at 3 فرع السيراميك ومواد البناء/المرحلة الثالثة Characteristic of Ceramic Materials/mechanical properties large deflections will have a component aligned with the applied force that will increase the applied moment. ‘‘External’’ errors are those classified as being caused by incorrect test fixture geometry. Improper location of the inner load points is an example that causes external error. Another example is the generation of torque on the test specimen. This can be caused by an initially twisted test specimen, unparallel line loads, or nonuniform line loads at the contact points. External error can also occur from compressive contact stresses at the support pins, which can result in localized crushing. This error can be reduced by using support pins above a critical radius rc. To minimize the errors associated with flexure testing, the test specimen and test fixtures must adhere to certain restraints and standards. Test specimen geometry has been standardized based on error considerations. A common geometry in the United States is 3 by 4 by 50 mm for the test specimen and inner and outer spans of 20 and 40 mm, respectively, for the fixtures. The test specimen must be isotropic and homogeneous to apply the maximum tensile stress equation previously given. In addition, the specimen should be as free as possible of surface defects as the maximum tensile stress occurs on the surface. In comparing the three- and four-point flexure test methods, it is found that the four-point method is more appropriate for determining fracture strength because no shear stresses are generated as in the three-point test method. The three point test method with its simpler geometry, however, may be more attractive for tests in which stable crack growth must be induced into the test specimen. *JISC, ‘‘Testing Method for Flexural Strength of Fin Ceramics at Elevated Temperature,’’ R1604-1995 *ASTM, ‘‘Standard Test Method for Flexural Strength of Advanced Ceramics at Ambient Temperatures,’’ C1161-94 *ASTM, ‘‘Standard Test Method for Flexural Strength of Advanced Ceramics at Elevated Temperatures,’’ C1211-92 4 فرع السيراميك ومواد البناء/المرحلة الثالثة Characteristic of Ceramic Materials/mechanical properties Fig. 2 Three- and four-point flexure testing and resulting stress state 1-7.2 Hardness Hardness is an important property to quantify in ceramics. Measured hardness indicates the ability of the ceramic to resist deformation by a hard object. Usually, Knoop or Vickers diamond indenters are used in conjunction with a microindentation hardness machine.8 Rarely are the popular Rockwell and Brinell indenters used for ceramics research. Vickers indenters are used to characterize roughly 60% of the ceramic hardness values that are published. The indentation force should always be included with the hardness value. Discrepancies can arise at different indentation forces. At higher forces, cracking can complicate the measuring process or make measuring impossible. Measuring the hardness from the indentation, especially at small forces, is also a significant source of error in hardness testing. The hardness value can change based on the force value applied to the test specimen at small forces. Volume 8 of the ASM Handbook8 recommends forces greater than or equal to 9.8 N for Vickers and Knoop indentations. Errors in the measurement of the indentation diagonal length essentially double the hardness error as the hardness value is proportional to the square of the diagonal length. A Versailles Advanced Materials and Standards (VAMS) round5 فرع السيراميك ومواد البناء/المرحلة الثالثة Characteristic of Ceramic Materials/mechanical properties robin test project conducted on alumina ceramic samples resulted in uncertainty in the hardness values given by the laboratories involved. Although using numerous indentations can reduce some of this uncertainty, engineers and scientists conducting hardness tests should nevertheless keep this uncertainty in mind when considering their data. Standards for measuring hardness for ceramics are listed below: Vickers Hardness ASTM, ‘‘Standard Test Method for Vickers Indentation Hardness of Advanced Ceramics,’’ C1427-97 CEN, ‘‘Advanced Technical Ceramics—Monolithic Ceramics—Mechanical Properties at Room Temperature—Part 4: Determination of Vickers, Knoop and Rockwell Superficial Hardness Tests,’’ prEN834-4 6