ANALYSIS ON NEW TYPE OF HIGH PERFORMANCE CONCRETE COMPOSITE ANCHOR PLATE BY FINITE ELEMENT METHOD

摘要：

According to the structure safety of the anchorage system,the model was established by utilizing the 3D finite element method,through the comparison analysis between the stresses of high performance concrete (HPC) composite anchor plate (M15ZH-9D) and the traditional cast iron anchor plate (M15E-9DT) ,it concluded that the strength of the HPC composite anchor plate was not less than that of traditional cast iron anchor plate. Combined with the engineering practice,according to the load transfer test conclusion of the M15ZH. 9D anchor plate and the distribution rule of the concrete local stress in anchorage zone,the theoretical basis for the optimization of the anchor plate structure and cost reduction was provided.

作者: Xing Zhu Wanxu Zhu

作者单位: Department of Civil Engineering, Guangxi University of Technology, Liuzhou 545006, P.R.China Liuzhou OVM Machinery CO.,LTD.Liuzhou 545006,P.R.China

会议类型: 国际会议

会议名称: The International Symposium on Innovation & Sustainability of Structures in Civil Engineering(2011年土木工程结构创新与可持续发展国际会议)

会议地点: 厦门

会议语种:英文

页码: 828-832

在线出版日期: 2011-10-28（万方平台首次上网日期，不代表论文的发表时间）