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作 者:Xu Yongjun Yuau Si
机构地区:[1]Institute of Mechanics, Chinese Academy of Sciences, Beifing 100080, China [2]Department of Civil Engineering, Tsinghua University, Beijing 100084, China
出 处:《Acta Mechanica Solida Sinica》2007年第1期87-94,共8页固体力学学报(英文版)
基 金:Project supported by the National Natural Science Foundation of China (Nos. 59525813 and 19872066).
摘 要:For an anti-plane problem, the differential operator is self-adjoint and the corresponding eigenfunctions belong to the Hilbert space. The orthogonal property between eigenfunctions (or between the derivatives of eigenfunctions) of anti-plane problem is exploited. We developed for the first time two sets of radius-independent orthogonal integrals for extraction of stress intensity factors (SIFs), so any order SIF can be extracted based on a certain known solution of displacement (an analytic result or a numerical result). Many numerical examples based on the finite element method of lines (FEMOL) show that the present method is very powerful and efficient.For an anti-plane problem, the differential operator is self-adjoint and the corresponding eigenfunctions belong to the Hilbert space. The orthogonal property between eigenfunctions (or between the derivatives of eigenfunctions) of anti-plane problem is exploited. We developed for the first time two sets of radius-independent orthogonal integrals for extraction of stress intensity factors (SIFs), so any order SIF can be extracted based on a certain known solution of displacement (an analytic result or a numerical result). Many numerical examples based on the finite element method of lines (FEMOL) show that the present method is very powerful and efficient.
关 键 词:anti-plane problem Hilbert space eigenvalue EIGENFUNCTION orthogonal relationship stress intensity factor finite element method of lines
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