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钢骨混凝土梁非线性有限元分析
Nonlinear Full-range Analysis on Steel Enclosed Concrete Beams
【摘要】 以有限元理论为基础 ,提出钢骨混凝土梁非线性全过程分析模式 ,研制了计算程序 ,分析了梁的整个受力过程、变形发展、交接面滑移效应及混凝土与型钢的应力分布状态等 ,为钢骨混凝土受弯构件的设计提供理论依据 .
【Abstract】 On the basis of finite element method,nonlinear full range analytical model of the steel encased concrete beams is presented,the calculating programme is drawn up,the normal process of bearing capacity,deformation and interface slip,stress distribution for steel encased concrete beams are obtained,with provide theoretical basis for the engineering design with such beams.
【关键词】 钢骨混凝土;
非线性分析;
变形与滑移;
受力状态;
【Key words】 steel enclosed concrete beams; nonlinear analysis; deformation and interface slip;
【Key words】 steel enclosed concrete beams; nonlinear analysis; deformation and interface slip;
【基金】 辽宁省教育厅资助项目! (2 0 2 0 2 2 5 5 );沈阳市建委资助项目!(19990 188)
- 【文献出处】 沈阳建筑工程学院学报 ,Journal of Shenyang Architectural and Civil Engineering Institute , 编辑部邮箱 ,2001年01期
- 【分类号】TU398.9
- 【被引频次】28
- 【下载频次】225