Nonlinear Analysis of Partially Encased Composite Columns

2015 ◽  
Author(s):  
M.F. Pereira ◽  
A.L.H.C. El Debs
Keyword(s):  
Nonlinear Analysis ◽  
Composite Columns ◽  
Partially Encased Composite Columns

Behavior and Strength of Partially Encased Composite Columns with Built-up Shapes

2002 ◽  
Vol 128 (3) ◽  
pp. 279-288 ◽  
Author(s):  
Thierry Chicoine ◽  
Robert Tremblay ◽  
Bruno Massicotte ◽  
James M. Ricles ◽  
Le-Wu Lu
Keyword(s):  
Composite Columns ◽  
Partially Encased Composite Columns

Experimental Study of Short Column with Welded H-Sharped Steel Reinforced Concrete under Axial Compresion

2013 ◽  
Vol 405-408 ◽  
pp. 952-957
Author(s):  
Ying Zi Yin ◽  
Yan Zhang ◽  
Gen Tian Zhao
Keyword(s):  
Experimental Study ◽  
Reinforced Concrete ◽  
Ultimate Strength ◽  
Column Tests ◽  
Composite Columns ◽  
Steel Reinforced Concrete ◽  
Short Column ◽  
Steel Ratio ◽  
Stub Column ◽  
Partially Encased Composite Columns

Abstract：In order to study Force Performance of new column, the paper describes and presents the results of nine stub-column tests performed on partially encased composite columns made with welded H-section steel. The test studies effect of column about ultimate strength in s steel ratio, wide-thickness ratio of wing, Space of Horizontal bar. Through anglicizing, ultimate strength of short column under axial compression in different steel ratio; influenced factors of ultimate strength of short column and directly effected column about ultimate strength.

The Ultimate Bearing Capacity of Partial Concrete Encased Steel Strengthened Column

2012 ◽  
Vol 215-216 ◽  
pp. 796-799
Author(s):  
Zhan Zhong Yin ◽  
Qiang Wang ◽  
Ya Xiong Liang ◽  
Zong Rui Hu
Keyword(s):  
Computer Simulation ◽  
Finite Element ◽  
Bearing Capacity ◽  
Nonlinear Analysis ◽  
Ultimate Bearing Capacity ◽  
Composite Columns ◽  
Construction Design ◽  
Steel Column ◽  
Steel Composite ◽  
The Common

The finite element modes of composite columns were built. The nonlinear analysis of the common steel column and the partial concrete encased steel composite columns were conducted. The load-displacement curves were getting. The strength of partial concrete encased steel Strengthened columns was much higher than the common steel column. Finally, Construction design suggestions and theory study of the type of partial concrete encased steel composite columns are advanced according to the results of analysis and computer simulation.

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