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Hamiltonian principle based stress singularity analysis near crack corners of multi-material junctions
Institution:1. State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian, Liaoning 116024, China;2. Institute of Earthquake Engineering, Faculty of Infrastructure Engineering, Dalian University of Technology, Dalian, Liaoning 116024, China;1. Department of Sciences and Humanities, National University of Computer and Emerging Sciences, Islamabad, Pakistan;2. Consorzio Interuniversitario Nazionale per la Scienza e Tecnologia dei Materiali (INSTM), via G. Giusti 9, 50121, Firenze, Italy;3. Dipartimento di Ingegneria Meccanica ed Industriale, Università di Brescia, INSTM UdR BRESCIA, via Branze 38, 25123 Brescia, Italy;4. Dipartimento di Ingegneria, Università degli Studi di Roma Tre, INSTM UdR Roma TRE, via della Vasca Navale 79/81, 00146, Roma, Italy;5. Dipartimento di Scienze di Base ed Applicate per l''Ingegneria, Sapienza Università Roma, Via A. Scarpa 16, 00161 Rome, Italy
Abstract:This paper presents a new method for the stress singularity analysis near the crack corners of a multi-material junctions. The stress singularities near the crack corners of multi-dissimilar isotropic elastic material junctions are studied analytically in terms of the methods developed in Hamiltonian system. The governing equations of plane elasticity in a sectorial domain are derived in Hamiltonian form via variable substitution and variational principle respectively. Both of the methods of global state variable separation and symplectic eigenfunction expansion are used to find the analytical solution of the problem. The relationships among the state vectors in different material spaces are obtained by means of coordinate transformation and consistent conditions between the two adjacent domains. The expression of the original problem is thus changed into a new form where the solutions of symplectic generalized eigenvalues and eigenvectors are needed. The closed form of expressions is established for the stress singularity analysis near the corner with arbitrary vertex angles. Numerical results are presented with several chosen angles and multi-material constants. To show the potential of the new method proposed, a semi-analytical finite element is furthermore developed for the numerical analysis of crack problems.
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