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Singular integral representation of three-dimensional plasticity fracture problem
Authors:E G Ladopoulos
Institution:1. Faculty of Engineering, Science and Research Branch, Islamic Azad University, Tehran, Iran;2. Department of Environment, Damavand Branch, Islamic Azad University, Damavand, Iran;3. Young Researchers and Elites Club, North Tehran Branch, Islamic Azad University, Tehran, Iran;4. Department of Engineering, College of Mechanical Engineering, Ahvaz Branch, Islamic Azad University, Ahvaz, Iran;1. Department of Mechanical Engineering, Nanjing Tech University, Nanjing, Jiangsu Province 210009, China;2. Department of Mechanical Engineering, Wuhan Institute of Technology, Wuhan, Hubei Province 430070, China;1. Department of Mechanical Engineering, University of New Brunswick, Fredericton, NB E3B 5A3, Canada;2. Department of Mechanical Engineering, Nanjing University of Science and Technology, Nanjing 210094, China;3. Department of Civil Engineering, Zhejiang University, Hangzhou 310027, China
Abstract:The stress field for the three-dimensional plasticity fracture problem is formulated by reducing the formulation to a system of singular integral equations. This will be referred to as the Singular Integral Operators Method (SIOM).An application is given to the determination of the stress field for a double notched tensile specimen in the case of plane stress and plane strain.
Keywords:
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