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薄壁花瓶墩的拉力计算实用方法
引用本文:李新平,周晶,张勇.薄壁花瓶墩的拉力计算实用方法[J].昆明理工大学学报(理工版),2011,36(2):32-37.
作者姓名:李新平  周晶  张勇
作者单位:华南理工大学土木与交通学院,广东广州,510640
基金项目:华南理工大学亚热带建筑科学国家重点实验室开发课题
摘    要:采用ansys有限元分析方法和应力迹线相结合的方法对薄壁花瓶墩建立"拉-压杆模型",提出了适用于薄壁花瓶墩的拉力计算实用公式,并探讨了影响薄壁花瓶墩"拉-压杆模型"中拉杆的抗力的相关因素,为薄壁花瓶墩设计和验算提供了有效而简便的计算方法.

关 键 词:花瓶墩  拉-压杆模型  有限元分析

Practical and Simplified Method of Tension of Thin-Walled Vase Pier
LI Xin-ping,ZHOU Jing,ZHANG Yong.Practical and Simplified Method of Tension of Thin-Walled Vase Pier[J].Journal of Kunming University of Science and Technology(Natural Science Edition),2011,36(2):32-37.
Authors:LI Xin-ping  ZHOU Jing  ZHANG Yong
Affiliation:(College of Civil Engineering and Transportation,South China University of Technology,Guangzhou 510640,China)
Abstract:This paper establishes strut-and-tie model in thin-walled vase pier by using combination method of ansys finite element analysis and stress trace and proposes the practical and simplified method of tension of thin-walled vase pier.The relevant factors influencing resistance of tie bar in strut-and-tie model of thin-walled vase pier are discussed.An effective and simple calculation method is provided for thin-walled vases pier design and checking.
Keywords:vase pier  strut-and-tie model  finite element analysis
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