scholarly journals Thermal Buckling Analysis of Axially Loaded Columns of Thin-Walled Open Section with Nonuniform Sectional Properties

2015 ◽  
Vol 15 (06) ◽  
pp. 1450088 ◽  
Author(s):  
Shanshan Cheng ◽  
Qi-Wu Yan ◽  
Long-Yuan Li ◽  
Boksun Kim

This paper presents an analytical study on the thermal buckling analysis of axially loaded columns of thin-walled open section with nonuniform sectional properties. Obtained herein are critical loads related to flexural, torsional and flexural-torsional buckling of an I-section column subjected to an axial compressive load applied at the geometric centroid, and under linearly varied non-uniform temperature distribution scenarios. The analysis is accomplished using traditional energy methods. The influences of thermal strain, nonuniform distribution of pre-buckling stresses, and variation of pre-buckling stresses along the longitudinal axis of the column on critical buckling loads are examined. The present results highlight the importance of nonuniform sectional properties in the buckling analysis of columns of doubly symmetric section.

2002 ◽  
Vol 40 (12) ◽  
pp. 1013-1036 ◽  
Author(s):  
F. Mohri ◽  
L. Azrar ◽  
M. Potier-Ferry

2001 ◽  
Author(s):  
Charles W. Bert

Abstract This paper surveys the literature on vibration of axially loaded beams in general, and thin-walled, open-section beams with and without axial load. Finally, for what is believed to be the first time, a solution is presented for the problem of vibration of a thin-walled beam subject to transverse preload.


2017 ◽  
Vol 160 ◽  
pp. 952-963 ◽  
Author(s):  
Tan-Tien Nguyen ◽  
Pham Toan Thang ◽  
Jaehong Lee

2013 ◽  
Vol 789 ◽  
pp. 398-402
Author(s):  
Andi M. Kadir ◽  
Dedi Priadi ◽  
Eddy S. Siradj ◽  
Harkali Setiyono

In this research, it has been carried out the development of a strength analytical method of a thin-walled steel square pipe (Square Hollow Section/SHS) affected by the interaction of concentrated-compressive load and bending moment then it verified by experimental approach. The experimental approach was consisted of measuring a basic material property and the strength of the investigated SHS pipe. The basic material property identified parallel to rolling direction (0o) and perpendicular to rolling direction (90o). The analytical data obtained from cut-off strength method is generally scattered within the acceptable limits of ± 20 % and tends to be in unconservative region. The actual data measured from experiments shows that SHS beam with t = 0.6 mm and longitudinal axis parallel to the rolling direction of base material has higher strength compared to the one of the SHS beam with t= 0.6 mm and longitudinal axis perpendicular to the rolling direction, meanwhile the SHS beam with t= 1.2 mm is tends to be equal. This means that the rolling direction of base material can be considered to be a parameter in the strength design of a thin-walled SHS beam


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