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Author:

Liu, Yinghua (Liu, Yinghua.) | Peng, Yijiang (Peng, Yijiang.) (Scholars:彭一江) | Zhang, Lijuan (Zhang, Lijuan.) | Guo, Qing (Guo, Qing.)

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EI Scopus SCIE

Abstract:

Using the base forces as fundamental variables to describe the stress state and the displacement gradients that are the conjugate variables of the base forces to describe the deformation state for the two-dimensional elasticity problems, a 4-mid-node plane model of base force element method (BFEM) based on complementary energy principle is proposed. In this paper, the complementary energy of an element of the BFEM is constructed by using the base forces. The equilibrium conditions are released by the Lagrange multiplier method, and a modified complementary energy principle described by the base forces is obtained. The formulation of the 4-mid-node plane element of the BFEM is derived by assuming that the stress is uniformly distributed on each edge of the plane elements. A procedure of the BFEM on complementary energy principle is developed using MATLAB language. The numerical results of examples show that this model of the BFEM has high precision and is free from mesh sensitivity. This model shows good performances.

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Author Community:

  • [ 1 ] [Liu, Yinghua]Tsinghua Univ, Dept Engn Mech, AML, Beijing 100084, Peoples R China
  • [ 2 ] [Peng, Yijiang]Beijing Univ Technol, Dept Civil Engn, Key Lab Urban Secur & Disaster Engn, Beijing 100124, Peoples R China
  • [ 3 ] [Zhang, Lijuan]Beijing Univ Technol, Dept Civil Engn, Key Lab Urban Secur & Disaster Engn, Beijing 100124, Peoples R China
  • [ 4 ] [Guo, Qing]Beijing Univ Technol, Dept Civil Engn, Key Lab Urban Secur & Disaster Engn, Beijing 100124, Peoples R China

Reprint Author's Address:

  • 彭一江

    [Peng, Yijiang]Beijing Univ Technol, Dept Civil Engn, Key Lab Urban Secur & Disaster Engn, Beijing 100124, Peoples R China

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Source :

MATHEMATICAL PROBLEMS IN ENGINEERING

ISSN: 1024-123X

Year: 2013

Volume: 2013

ESI Discipline: ENGINEERING;

JCR Journal Grade:2

CAS Journal Grade:3

Cited Count:

WoS CC Cited Count: 2

SCOPUS Cited Count: 8

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 10

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