Shear capacity of steel-concrete composite beams with Hybrid Full Web and Truss System

DOI

10.2991/icseee-15.2016.30How to use a DOI?

Keywords

steel-concrete composite, HFWT system, Finite Element Method, ABAQUS

Abstract

The paper is devoted to the behavior of steel-concrete beam with Hybrid Full Web and Truss system subjected to four-point loading mode. Steel-concrete composite beam with HFWT system was investigated both experimental and computational using finite element technic. In the finite element analysis, test specimens was modeled using finite element software ABAQUS and a non-linear analysis was performed. A large amount of Finite element models were built. The effects of the shear span ratio ; the angle between lateral truss plane and vertical plane in cross section; the angle between inclined truss and vertical plane in longitudinal plane were reported. A shear strength equation that considers the shear contribution of the concrete flange and the shear strength provided by the web of the steel beam and inclined truss system is proposed.

Copyright

© 2016, the Authors. Published by Atlantis Press.

Open Access

This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

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TY  - CONF
AU  - Xiayuan Li
AU  - Shui Wan
AU  - Jiandong Zhang
AU  - Wenjuan Liu
AU  - Fengping Zhang
PY  - 2016/04
DA  - 2016/04
TI  - Shear capacity of steel-concrete composite beams with Hybrid Full Web and Truss System
BT  - Proceedings of the 2015 4th International Conference on Sustainable Energy and Environmental Engineering
PB  - Atlantis Press
SP  - 171
EP  - 175
SN  - 2352-5401
UR  - https://doi.org/10.2991/icseee-15.2016.30
DO  - 10.2991/icseee-15.2016.30
ID  - Li2016/04
ER  -