Abstract
This paper discusses the finite elements analysis of composite beams with openings in metal-ribbed decking slabs. The current study is based on nonlinear three dimensional (3D) finite elements simulation. The model has been validated using test data. Close agreement has been observed between the finite element model and experimental results for ultimate load and load-deflection response. Parametric studies have been performed to investigate variations in opening size. It has been found that these factors have significantly affected the structural behaviour of the composite beam. From parametric study, formula to calculate rigidity of composite beam with openings in slab has been proposed.
| Original language | English |
|---|---|
| Pages (from-to) | 1911-1923 |
| Number of pages | 13 |
| Journal | Australian Journal of Basic and Applied Sciences |
| Volume | 5 |
| Issue number | 11 |
| Publication status | Published - Nov 2011 |
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Keywords
- 3D finite element
- Composite beam
- Load-deflection
- Metal-ribbed decking slab
- Openings
- Ultimate load
ASJC Scopus subject areas
- General
Cite this
Finite element analysis of composite beam with opening in metal-ribbed decking slab. / Baharom, Shahrizan; Xiao, Robert Y.
In: Australian Journal of Basic and Applied Sciences, Vol. 5, No. 11, 11.2011, p. 1911-1923.Research output: Contribution to journal › Article
}
TY - JOUR
T1 - Finite element analysis of composite beam with opening in metal-ribbed decking slab
AU - Baharom, Shahrizan
AU - Xiao, Robert Y.
PY - 2011/11
Y1 - 2011/11
N2 - This paper discusses the finite elements analysis of composite beams with openings in metal-ribbed decking slabs. The current study is based on nonlinear three dimensional (3D) finite elements simulation. The model has been validated using test data. Close agreement has been observed between the finite element model and experimental results for ultimate load and load-deflection response. Parametric studies have been performed to investigate variations in opening size. It has been found that these factors have significantly affected the structural behaviour of the composite beam. From parametric study, formula to calculate rigidity of composite beam with openings in slab has been proposed.
AB - This paper discusses the finite elements analysis of composite beams with openings in metal-ribbed decking slabs. The current study is based on nonlinear three dimensional (3D) finite elements simulation. The model has been validated using test data. Close agreement has been observed between the finite element model and experimental results for ultimate load and load-deflection response. Parametric studies have been performed to investigate variations in opening size. It has been found that these factors have significantly affected the structural behaviour of the composite beam. From parametric study, formula to calculate rigidity of composite beam with openings in slab has been proposed.
KW - 3D finite element
KW - Composite beam
KW - Load-deflection
KW - Metal-ribbed decking slab
KW - Openings
KW - Ultimate load
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UR - http://www.scopus.com/inward/citedby.url?scp=84155184558&partnerID=8YFLogxK
M3 - Article
AN - SCOPUS:84155184558
VL - 5
SP - 1911
EP - 1923
JO - Australian Journal of Basic and Applied Sciences
JF - Australian Journal of Basic and Applied Sciences
SN - 1991-8178
IS - 11
ER -