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基于非线性的新老混凝土粘结问题的数值模拟及分析
引用本文:鲁崇心,胡幸生.基于非线性的新老混凝土粘结问题的数值模拟及分析[J].华中科技大学学报(城市科学版),2005,22(Z1):70-73.
作者姓名:鲁崇心  胡幸生
作者单位:华中科技大学,土木工程与力学学院,湖北,武汉,430074
摘    要:采用ANSYS非线性模块,同时考虑工作过程中大变形、接触等多种非线性因素,对新老混凝土粘结试件和整体试件的复合受力进行数值模拟.从应力分析角度研究在复合应力下,新老混凝土粘结的应力分布规律,考察新混凝土强度、压应力对粘结强度的影响规律,探索新老混凝土粘结复合受力的强度特性.

关 键 词:有限元法  非线性  接触分析  新老混凝土粘结  粘结试件
文章编号:1672-7037(2005)-0070-04
修稿时间:2005年1月27日

Study of the Adherence between the New and Old Concrete Based on Nonlinear Analysis
LU Chong-xin,HU Xing-sheng.Study of the Adherence between the New and Old Concrete Based on Nonlinear Analysis[J].Journal of Huazhong University of Science and Technology,2005,22(Z1):70-73.
Authors:LU Chong-xin  HU Xing-sheng
Abstract:New on old concrete adhesive specimen and whole specimen are done by nonlinear module in ANSYS in which large deformation and contact are simultaneously considered. The stress distribution law of adherence of new on old concrete under biaxial stresses is studied as viewed from stress analysis. The effects of strength of new concrete and compressive stress on adhesive strength are investigated. The adhesive strength behavior of new on old concrete under biaxial stresses is studied.
Keywords:nonlinear  contact analysis  adherence of new and old concrete  adhesive specimen
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