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Citation: Jiao Junting, Ye Yinghua, Diao Boet al. Gauss Numerical Integration in Nonlinear Analysis of Reinforced ConcreteMembers under Eccentric Compression Loading[J]. Journal of Beijing University of Aeronautics and Astronautics, 2003, 29(4): 370-373. (in Chinese)

Gauss Numerical Integration in Nonlinear Analysis of Reinforced ConcreteMembers under Eccentric Compression Loading

  • Received Date: 10 Jun 2002
  • Publish Date: 30 Apr 2003
  • Secant stiffness matrix and tangent stiffness matrix of reinforced concrete arbitrary cross-section members with eccentric compression load are derived, on the base of plane assumption and the cross-section equilibrium equations. The secant stiffness with tangent stiffness of reinforced concrete are gained by adding the secant stiffness matrixes with tangent stiffness matrixes of the triangles, which are calculated by using Gauss numerical integration method on the devided triangles of the concrete section area. The cross-section complete path nonlinear analysis of reinforced concrete arbitrary cross-section members is traced. The results agree very well with the data of the references and test data.

     

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