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Finite element analysis for general elastic multi-structures 被引量:1

Finite element analysis for general elastic multi-structures
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摘要 A finite element method is introduced to solve the general elastic multi-structure problem, in which the displacements on bodies, the longitudinal displacements on plates and the longitudinal displacements on beams are discretized using conforming linear elements, the rotational angles on beams are discretized using conforming elements of second order, the transverse displacements on plates and beams are discretized by the Morley elements and the Hermite elements of third order, respectively. The generalized Korn's inequality is established on related nonconforming element spaces, which implies the unique solvability of the finite element method. Finally, the optimal error estimate in the energy norm is derived for the method. A finite element method is introduced to solve the general elastic multi-structure problem, in which the displacements on bodies, the longitudinal displacements on plates and the longitudinal displacements on beams are discretized using conforming linear elements, the rotational angles on beams are discretized using conforming elements of second order, the transverse displacements on plates and beams are discretized by the Morley elements and the Hermite elements of third order, respectively. The generalized Korn's inequality is established on related nonconforming element spaces, which implies the unique solvability of the finite element method. Finally, the optimal error estimate in the energy norm is derived for the method.
出处 《Science China Mathematics》 SCIE 2006年第1期109-129,共21页 中国科学:数学(英文版)
基金 supported by the National Natural Science Foundation(Grant No.10371076) E-Institutes of Shanghai Municipal Education Commission(Grant No.E03004) The Science Foundation of Shanghai(Grant No.04JC14062).
关键词 ELASTIC multi-structures FINITE elements generalized Korn's inequality UNIQUE solvability error estimates. elastic multi-structures, finite elements, generalized Korn's inequality, unique solvability, error estimates.
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  • 1Frédéric d’Hennezel.Domain decomposition method and elastic multi-structures: The stiffened plate problem[J].Numerische Mathematik.1993(1)
  • 2Feng,K.Elliptic equations on composite manifold and composite elastic structures, Math[].Numer Sinica (in Chinese).1979

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  • 1LAI JunJiang1,HUANG JianGuo2,3,& SHI ZhongCi4 1Department of Mathematics,Minjiang University,Fuzhou 350108,China,2Department of Mathematics,Shanghai Jiao Tong University,Shanghai 200240,China,3Division of Computational Science,E-Institute of Shanghai Universities,Shanghai Normal University,Shanghai 200234,China,4Institute of Computational Mathematics,Academy of Mathematics and Systems Science,Chinese Academy of Sciences,Beijing 100190,China.A lumped mass finite element method for vibration analysis of elastic plate-plate structures[J].Science China Mathematics,2010,53(6):1453-1474. 被引量:1

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