Stress Analysis of New Type Pre-Stressed Anchor Bearing Plate Combining Stamping with Welding Forming and Its Anchorage Zone

作     者：Daosen Chen Nianchun Deng Zanzhi Wang Haining Zuo 

作者机构：Department of Civil Engineering and Architecture Guangxi University of Science and Technology Liuzhou China Department of Civil Engineering and Architecture Guangxi University Nanning China Liuzhou OVM Machinery Co. Ltd. Liuzhou China 

出 版 物：《World Journal of Engineering and Technology》 (世界工程和技术（英文）)

年 卷 期：2017年第5卷第4期

页      面：33-41页

学科分类：1002[医学-临床医学] 100214[医学-肿瘤学] 10[医学] 

主　　题：Pre-Stressed Concrete Structure Finite Element Analysis Anchor Bearing Plate Stress of Anchorage Zone 

摘      要：An anchor bearing plate transfers the anchoring force from anchor plate to the concrete and the pre-stress is formed in the concrete structure. Currently, the main type of anchor bearing plate is cast iron. It is brittle during transportation and tension process. This paper presents a new type of anchor bearing plate combined stamping with welding forming. The structure of the new type anchor bearing plate is introduced. The stress states of the anchor bearing plate and anchorage zone under work are studied. Various specifications of anchor bearing plate are studied by ANSYS finite element analysis software following the AASHTO specification. The analysis results are compared with the results of the same type of OVM round-shaped anchor plate. The study results show that the new pre-stressed anchor plates combined stamping with welding forming are feasible and more sturdy which can meet the engineering demand.