Base plate in bending and anchor bolts in tension

Heron

J.P. Jaspart²  F. Wald¹  Z. Sokol¹ 

[1] 1 Czech Technical University, Faculty of Civil Engineering, Prague;2 Université de Liège, Institut du Génie Civiel Départemant MSM, Belgium

关键词: Steel structures;    column bases;    component method;    Eurocode 3;    anchor bolt;   

DOI  :  

学科分类：建筑学

来源: Technische Universiteit Delft * Faculty of Civil Engineering

【 摘 要 】

This paper describes the behaviour of the base plate in bending and the anchor bolts in tension, which are the major components of a base plate connection. An analytical model has been derived to predict the component characteristics ? the resistance and the stiffness. A description is given of how the behaviour is influenced by contact between the base plate and the concrete surface. The presented analytical model has been verified by tests and a finite element simulation.

【 授权许可】

Unknown