| 新型PBL键外包钢-混凝土组合梁抗弯承载力简化计算 |
| |
| 引用本文： | 韦灼彬,赵政弘.新型PBL键外包钢-混凝土组合梁抗弯承载力简化计算[J].海军工程大学学报,2014,26(5). |
| |
| 作者姓名： | 韦灼彬 赵政弘 |
| |
| 作者单位： | 海军工程大学勤务学院,天津,300450 |
| |
| 摘 要： | 基于理论分析,建立了新型PBL键外包钢-混凝土组合梁抗弯承载力计算的基本假定和计算模型,推导出组合梁抗弯承载力的简化计算公式,并采用有限元分析软件ANSYS14.5对组合梁进行了非线性有限元分析.对比分析表明:新型PBL键外包钢混凝土组合梁抗弯承载力的试验值、简化计算值和模拟分析值吻合较好.
|
| 关 键 词： | PBL键 外包钢-混凝土组合梁 抗弯承载力 非线性有限元分析 |
Practical simplified formula and nonlinear finite element analysis of flexural capacity of new-type of steel encased concrete composite beam with PBL shear connectors |
| |
| WEI Zhuo-bin,ZHAO Zheng-hong.Practical simplified formula and nonlinear finite element analysis of flexural capacity of new-type of steel encased concrete composite beam with PBL shear connectors[J].Journal of Naval University of Engineering,2014,26(5). |
| |
| Authors: | WEI Zhuo-bin ZHAO Zheng-hong |
| |
| Abstract: | |
| |
| Keywords: | PBL shear connector steel encased concrete composite beam flexural capacity nonlinear finite element analysis |
| 本文献已被 万方数据 等数据库收录！ |
