损伤混凝土构件中钢筋界限锈蚀量的研究
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TU311

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FEM on Elastic Foundation and Its Extend Application to Excavation Engineering
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    摘要:

    研究了混凝土的徐变和混凝土的非线性性质,研究损伤混凝土构件中钢筋界限锈蚀量,用有限元软件ANSYS对钢筋锈胀效应进行了非线性有限元分析.计算表明:保护层厚度与钢筋直径的比、混凝土的强度是影响混凝土保护层开裂时钢筋锈蚀深度(界限锈蚀深度)的重要因素.比值越大,界限锈蚀深度越大;混凝土的强度越大,界限锈蚀深度越大.

    Abstract:

    Based on the principle of finite element method on elastic foundation,using equivalent model of winkle beam on elastic foundation,a computing program has been programmed by turbo C.And modular simulation is adopted for simulating different factors to affect the excavation.The analysis is based on elasticity method.Considering its drawback,the deformation and the axils force are modified in the solving progress which is for simulation the affect by the deformation of the reforcing system.Combine with analysis of the excavation of the station of Neng-Jiang road,it is found that the result is coincided with the field testing value which shows the applicability of the method.And also,it could be referenced by the 3-D FEM analysis.

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吕广; 谢楠.损伤混凝土构件中钢筋界限锈蚀量的研究[J].华东交通大学学报,2006,23(1):29-32.
. FEM on Elastic Foundation and Its Extend Application to Excavation Engineering[J]. JOURNAL OF EAST CHINA JIAOTONG UNIVERSTTY,2006,23(1):29-32

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  • 收稿日期:2005-10-28
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