Finite Element Modeling of Reinforced Concrete Beam-Column Connections
Finite Element Modeling of Reinforced Concrete Beam-Column Connections
复制标题
钢筋混凝土梁柱连接的有限元建模
DOI：
10.14359/9634
复制
发表时间：
2000
影响因子：
1.8
通讯作者：
R. Scott
中科院分区：
文献类型：
--
作者：
P. Baglin;R. Scott
研究了非线性有限元分析程序在梁柱外节点建模中的应用。将有限元模型的性能与19个试验结果进行了比较。进行了参数研究，以评估主要变量对关节能力和关节行为的影响。还包括柱荷载对其中一个连接细节的影响的详细信息。研究验证了软件和应用建模技术的适用性。
The application of a nonlinear finite element analysis package to the modeling of external beam-column connections is investigated. The behavior of the finite element model is compared with the results from 19 experimental tests. A parametric study was conducted to evaluate the effects of the main variables on both joint capacity and joint behavior. Details of the effects of column load on one of the connection details have been included. The study validates the suitability of both the software package and the applied modeling technique.