Experimental Study on Flexural Behaviour of Concrete Filled Steel Box Members

DOI: 10.4236/ojce.2014.41005   PDF   HTML   XML   5,303 Downloads   9,750 Views  

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

Share and Cite:

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.

Conflicts of Interest

The authors declare no conflicts of interest.

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)

  
comments powered by Disqus

Copyright © 2020 by authors and Scientific Research Publishing Inc.

Creative Commons License

This work and the related PDF file are licensed under a Creative Commons Attribution 4.0 International License.