Stability and load-carrying capacity of short open-section composite columns under eccentric compression loading

2020 ◽  
Vol 252 ◽  
pp. 112716
Author(s):  
H. Debski ◽  
P. Rozylo ◽  
P. Wysmulski
Keyword(s):  
Carrying Capacity ◽  
Load Carrying Capacity ◽  
Compression Loading ◽  
Composite Columns ◽  
Open Section ◽  
Eccentric Compression ◽  
Load Carrying

Load-Carrying Capacity of Cold-Formed Steel Columns with Complicated Section under Eccentric Compression Loading

2013 ◽  
Vol 838-841 ◽  
pp. 601-604
Author(s):  
Chun Gang Wang ◽  
Zi Feng Xu ◽  
Zhuang Nan Zhang ◽  
Yu Fei Cao
Keyword(s):  
Carrying Capacity ◽  
Ultimate Load ◽  
Load Carrying Capacity ◽  
Buckling Modes ◽  
Compression Loading ◽  
Steel Columns ◽  
Eccentric Compression ◽  
Load Carrying ◽  
Cold Formed Steel ◽  
Ultimate Load Carrying Capacity

This paper studied 30 cold-formed steel columns with three different sections and eleven different eccentricities under eccentric compression loading by nonlinear finite element analysis using program ANSYS. Effects of the above parameters on ultimate load-carrying capacity, buckling modes, the distribution of stress and strain, and deflection behavior of channels with complex edge stiffeners under eccentric compression loading were investigated. The result shows that influence of the effective centroid offset on carrying capacity under eccentric compression loading can not be ignored. The maximum of ultimate load-carrying capacity appeared when effective eccentricity was 0mm, and decreased with the increase of the value of effective eccentricity. Sections influence on load-carrying capacity under negative eccentric compression loading. Web stiffening can improve load-carrying capacity which the eccentricity near the web side. Sections influence on buckling modes. web stiffening can effectively avoid local buckling.

Experimental Study on Mechanical Properties of Axially Loaded PVC Tubed Short Concrete Columns

2011 ◽  
Vol 99-100 ◽  
pp. 715-718 ◽  
Author(s):  
Jun Dong ◽  
De Ping Chen ◽  
Ju Mei Zhao ◽  
De Shan Shan ◽  
Xin Yue Liu ◽  
...  
Keyword(s):  
Mechanical Properties ◽  
Carrying Capacity ◽  
Loading Condition ◽  
Concrete Strength ◽  
Concrete Columns ◽  
Load Carrying Capacity ◽  
Composite Columns ◽  
Load Carrying ◽  
Strength And Deformation ◽  
Axially Loaded

Twelve PVC tubed short concrete columns and four columns without PVC tube confined were tested under axial load to investigate mechanical properties of axially loaded PVC tubed short concrete columns . The principal influencing factors such as concrete strength, loading condition and ratio of height to diameter were studied. Test results indicated that strength and deformation performance of core concrete increased as a result of the confinement of PVC tube. The PVC tube confinement effect on concrete will decrease with an increase in strength of concrete. Load- carrying capacity and deformation of short composite columns with different loading condition made some difference. As the ratio of height to diameter increases, load- carrying capacity and plasticity of short composite columns decreased gradually.

Discussion of “Load Carrying Capacity of Simple Composite Columns”

1969 ◽  
Vol 95 (12) ◽  
pp. 2990-2991
Author(s):  
C. V. S. Kameswara Rao ◽  
Jawalker K. Sridhar Rao
Keyword(s):  
Carrying Capacity ◽  
Load Carrying Capacity ◽  
Composite Columns ◽  
Load Carrying
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