OJCE  Vol.4 No.1 , March 2014
Experimental Study on Flexural Behaviour of Concrete Filled Steel Box Members
Author(s) Aslam Amirahmad
ABSTRACT

Recently, the use of composite structures composed of steel plate and in filled concrete has become increasingly popular in Civil engineering structures. This is because of their excellent earthquake resistant properties such as energy absorption capacity. In the present investigation, an experimental study has been carried out. The main objective of this study is to find out the ultimate moment carrying capacity of concrete filled steel box members (CFSB).

KEYWORDS
CFSB

Cite this paper
Amirahmad, A. (2014) Experimental Study on Flexural Behaviour of Concrete Filled Steel Box Members. Open Journal of Civil Engineering, 4, 45-53. doi: 10.4236/ojce.2014.41005.
References
[1]   Uy, B. (2000) Strength of Concrete Filled Steel Box Columns Incorporating Local Buckling. Journal of Structural Engineering, 126, 341-352. http://dx.doi.org/10.1061/(ASCE)0733-9445(2000)126:3(341)

[2]   Zhung, W.Z. and Shahrooz, B.M. (1999) Strength of Short and Long Concrete-Filled Tublar Columns. ACI Structural Journal, 96, 230-237.

[3]   Uy, B. (2001) Local and Postlocal Buckling of Fabricated Steel and Composite cross Sections. Journal of Structural Engineering, 127, 666-677.
http://dx.doi.org/10.1061/(ASCE)0733-9445(2001)127:6(666)

 
 
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