节点文献
粘钢混凝土梁应力及裂纹扩展区三维非线性有限元分析
3D-nonlinear FEM Analysis for the Stress Distribution and Crackle Development Zone of Concrete Beams Sticked With Steel Plate
【摘要】 本文对粘钢混凝土梁在受载情况下的应力分布规律进行了理论分析和三维非线性有限元计算,考虑了外粘钢板的粘接部位不同和逐级加载情况下对混凝土内裂纹开裂及扩展区规律的影响,为实际粘钢加固工程提供了定量分析和理论依据。
【Abstract】 In this paper, the stress distribution law of loaded concrete beam sticked with streel plate is analyzed. The theoretical analysis and 3-D nonlinear finite element method is adopted for calculation, and the changing law of the slight crackle development zone is disscussed. The theoretical basis and quantitative analysis for steel-adhered reinforcement engineering are finally proposed.
【基金】 水利水电科学基金
- 【文献出处】 武汉水利电力学院学报 ,Journal of Wuhan University of Hydraulic and Electric Engineering , 编辑部邮箱 ,1992年06期
- 【分类号】TU375.1
- 【下载频次】58