Beam section height and different bearing on the deflection and stress effect

摘要：

　　In this paper,the large-scale general finite element analysis software SAP2000 to establish a double span continuous beam finite element model,using a Stepwise analysis finite element method to analysis on the same cross section width and span,Different types of bearing and the beam section height change deflection and stress.Research results show that beam height achieves a certain height that deflection and stress tend to be stable,The change is not obvious.The results of their research is for the structure design of reinforced concrete beam,Static and dynamic analysis to provide reference.

关键词： Double cross beam Section height Bearing type Deflection Stress

作者: Liang Han Tieying Li

作者单位: Architecture and Civil Engineering College,Taiyuan University of Technology,Taiyuan,Shanxi,030024,China

会议类型: 国际会议

会议名称: the 2nd International Conference on Electronic & Mechanical Engineering and Information Technology (EMEIT-2012)(2012年电机工程与信息技术国际会议)

会议地点: 沈阳

会议语种:英文

页码: 459-463

在线出版日期: 2012-09-26（万方平台首次上网日期，不代表论文的发表时间）