节点文献
地震载荷作用下钢混梁柱节点多重屈服面模型
Multiple yield surface model of steel reinforced concrete beam-column joint under seismic load
【摘要】 针对地震载荷作用下混凝土梁柱节点结构,提出了一个多屈服面强度模型。通过详细定义加载—卸载—再加载过程,该强度模型可以处理弹性变形、非相关流动、硬化和混凝土损伤。数值计算表明,该模型能够很好地模拟地震载荷作用下混凝土梁柱节点的变形行为。
【Abstract】 In light of concrete beam-column joint structure under seismic load,the paper puts forward the multiple yield surface model.Through specifically identifying the loading-unloading-reloading process,the strength model can deal with elastic deformation,non-relevant flow,hardening and concrete damage.The numerical calculation shows that the model can better simulate the concrete beam-column joint deformation performance under the seismic load.
【关键词】 强度理论;
混凝土;
本构模型;
地震载荷;
【Key words】 strength theory; concrete; constitutive model; seismic load;
【Key words】 strength theory; concrete; constitutive model; seismic load;
- 【文献出处】 山西建筑 ,Shanxi Architecture , 编辑部邮箱 ,2012年19期
- 【分类号】TU398.9;TU311.3
- 【下载频次】19