Numerical Model for Large Displacement Analysis of Elastic-Plastic Frames with Semi-Rigid Connections

摘要：

This paper presents a beam formulation for large displacement analysis of framed structures with semi-rigid connections. Within the framework of updated Lagrangian incremental formulation, the equilibrium equations of an elastic beam element are firstly developed. Material nonlinearity is introduced for an elastic-perfectly plastic material through the plastic hinge formation at finite element ends. To account for the semi-rigid connection behaviour, a special transformation procedure is developed. The numerical algorithm is implemented in a computer program and its reliability is validated trough an example.

作者: Goran Turkalj Josip Brnic Domagoj Lanc

作者单位: Department of Engineering Mechanics, Faculty of Engineering, University of Rijeka,Vukovarska 58, 51000 Rijeka, Croatia

会议类型: 国际会议

会议名称: The 6th International Conference on Physical and Numerical Simulation of Materials Processing(第六届材料与热加工物理模拟及数值模拟国际学术会议 ICPNS 2010)

会议地点: 桂林

会议语种:英文

页码: 1-6

在线出版日期: 2010-11-16（万方平台首次上网日期，不代表论文的发表时间）