Author:
Nguyen Trong-Chuc,Tang Van-Lam,Nguyen Thanh-Sang,Nguyen Quy-Thanh,Huynh Trong-Phuoc
Abstract
Abstract
The analysis of the thin-walled structural problem is still a topic of interest and research by many scientists with many different solutions and theories. This paper presents the occurrence of stress components on the thin-walled bars with open sections. Vlasov’s theory has been applied to analyze the stress state on thin rods. At the same time, using the Midas civil structure calculation program based on finite element principle for structural analysis with taking into account sectional warping. From the results obtained by the finite element method, it is necessary to select and design carefully for thin-walled bars.
Reference14 articles.
1. Experimental research of I-beams under bending and torsion actions;Tusnin;Magazine of Civ. Eng.,2015
2. The stress-strain state of frame constructions’ elements from thin-walled cores;Rybakov;Internet Journal Const. of Unique Build. and Struc.,2013
3. Finite element for calculation of structures made of thin-walled open profile rods;Tusnin;Inter. Confer. on Indus. Eng., ICIE 2016,2016
Cited by
2 articles.
订阅此论文施引文献
订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献