Out-of-plane elastic buckling load and strength design of space truss arch with a rectangular section

作     者：Senping WANG Xiaolong LIU Bo YUAN Minjie SHI Yanhui WEI Senping WANG;Xiaolong LIU;Bo YUAN;Minjie SHI;Yanhui WEI

作者机构：Space Structures Research CenterGuizhou UniversityGuiyang 550025China 

出 版 物：《Frontiers of Structural and Civil Engineering》 (结构与土木工程前沿（英文版）)

年 卷 期：2022年第16卷第9期

页      面：1141-1152页

核心收录：

学科分类：08[工学] 080102[工学-固体力学] 0801[工学-力学（可授工学、理学学位）] 

基　　金：This study was supported by the National Natural Science Foundation of China(Grant No.51168010) 

主　　题：torsional stiffness strength design elastic buckling space truss arches out-of-plane 

摘      要：The out-of-plane stability of the two-hinged space truss circular arch with a rectangular section is theoretically and numerically investigated in this ***,the flexural stiffness and torsional stiffness of space truss arches are *** calculation formula of out-of-plane elastic buckling loads of the space truss arch is derived based on the classical solution of out-of-plane flexural-torsional buckling loads of the solid web ***,since the classical solution cannot be used for the calculation of the arch with a small rise-span ratio,the formula for out-of-plane elastic buckling loads of space truss arches subjected to end bending moments is *** research of the out-of-plane stability of space truss arches under different load cases shows that the theoretical formula proposed in this paper has good ***,the design formulas to predict the out-of-plane elastoplastic stability strength of space truss arches subjected to the end bending moment and radial uniform load are presented through introducing a normalized slenderness *** assuming that all components of space truss circular arches bear only axial force,the design formulas to prevent the local buckling of chord and transverse tubes are ***,the bearing capacity design equations of space truss arches are proposed under vertical uniform load.