Volume 29 Issue 4
Apr.  2003
Turn off MathJax
Article Contents
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)
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.

     

  • loading
  • [1] Ye Yinghua,Diao Bo. Nonlinear analysis of concrete structures[M].Harbin:Publishing House of Harbin Institute of Technology,1996 [2] 刘 超,陈云霞,姚石良.L形截面钢筋混凝土双向压弯构件正截面承载能力的实验及理论研究[J].工程力学,1995,(增刊):0822~0831 Liu Chao,Chen Yunxia,Yao Shiliang.The experimental research on load-bearing capacity of L-shape members under axial compression and biaxial bending[J]. Supplement of Engineering Mechanics,1995,(Sup):0822~0831(in Chinese) [3] 叶英华,刁 波.钢筋混凝土结构非线性理论综述[J].哈尔滨建筑工程学院学报,1995,28(1):127~131 Ye Yinghua,Diao Bo.Summary of nonlinear theory for reinforced concrete structrures[J].Journal of Harbin Architecture & Civil Engineering Institute,1995,28(1):127~131(in Chinese) [4] 叶英华, 刁 波.任意形状钢筋混凝土弯压构件截面非线性全过程分析[J].哈尔滨建筑工程学院学报,1995,28(5):12~18 Ye Yinghua, Diao Bo. Nonlinear complete path analysis of reinforced concrete column with arbitrary cross-section[J].Journal of Harbin University of Architecture and Engineering,1995,28(5):12~18(in Chinese) [5] CEB COMITE EURO-International du Beton:CEB-FIP MODEL CODE 1990[S]. Vienna, 1991 [6] Crisfield M A. A review of solution procedures and path-following techniques in relation to the nonlinear finite element analysis of structures. New York:Nonlinear Computational Machanics,1990,47~68 [7] Batoz J L,Dhatt G. Increment displacement algorithms for nonlinear problems[J]. Int J Num Meth Engng,1979,14:1262~1267 [8] 刁 波,叶英华,焦俊婷,等.钢-混凝土组合构件非线性分析[J].工业建筑,2002,32(2):44~45 Diao Bo, Ye Yinghua,Jiao Junting,et al. Nonlinear analysis of steel-concrete composite member under biaxial eccentric compression loading[J].Industrial Construction, 2002, 32(2):44~45(in Chinese)
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Article Metrics

    Article views(2980) PDF downloads(923) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return