On the fracture behavior of inhomogeneous materials––A case study for elastically inhomogeneous bimaterials |
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| Institution: | 1. Erich Schmid Institute of Materials Science, Austrian Academy of Sciences, Jahnstrasse 12, A 8700 Leoben, Austria;2. Faculty of Mechanical Engineering, University of Maribor, SI 2000 Maribor, Slovenia;3. VOEST Alpine Industrieanlagenbau GmbH&Co, A 4031 Linz, Austria;4. University of Miami, Coral Gables, FL 33124-0642, USA;5. Institute of Mechanics, Montanuniversität Leoben and Erich Schmid Institute of Materials Science, Austrian Academy of Sciences, A 8700 Leoben, Austria;1. School of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510640, China;2. State Key Laboratory of Bridge and Tunnel Engineering in Mountainous Area, Chongqing Jiaotong University, Chongqing 400074, China;3. Department of Mechanical Engineering, Faculty of Engineering, Tokyo University of Science, Tokyo 1258585, Japan;1. Civil Engineering Institute, Materials Science and Engineering Institute, École Polytechnique Fédérale de Lausanne (EPFL), Station 18, CH-1015 Lausanne, Switzerland;2. Laboratoire d’Energétique et de Mécanique Théorique et Appliquée (LEMTA), CNRS-UMR 7563, University of Lorraine, Mines Nancy, GIP-InSIC, Saint-Dié des Vosges, France |
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| Abstract: | This paper presents a case study, examining the influence of a sharp bimaterial interface on the effective crack driving force in a fracture mechanics specimen. The inhomogeneity of the elastic modulus in linear elastic and non-hardening and hardening elastic–plastic bimaterials is considered. The interface is perpendicular to the crack plane. The material properties and the distance between the crack tip and the interface are systematically varied. The effect of the material inhomogeneity is captured in form of a quantity called “material inhomogeneity term”, Cinh. This term can be evaluated either by a simple post-processing procedure, following a conventional finite element stress analysis, or by computing the J-integral along a contour around the interface, Jint. The effective crack driving force, Jtip, can be determined as the sum of Cinh and the nominally applied far-field crack driving force, Jfar. The results show that Cinh can be accurately determined by both methods even in cases where Jtip-values are inaccurate. When a crack approaches a stiff/compliant interface, Cinh is positive and Jtip becomes larger than Jfar. A compliant/stiff transition leads to a negative Cinh, and Jtip becomes smaller than Jfar. The material inhomogeneity term, Cinh, can have the same order of magnitude as Jfar. Based on the numerical results, the dependencies of Cinh on the material parameters and the geometry are derived. Simple expressions are obtained to estimate Cinh. |
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