Eccentricity effects in the finite element modelling of composite beams

2012 ◽  
Vol 52 ◽  
pp. 55-59 ◽  
Author(s):  
R.E. Erkmen ◽  
A. Saleh
Keyword(s):  
Finite Element ◽  
Finite Element Modelling ◽  
Composite Beams ◽  
Element Modelling

Finite element modelling of composite beams with full and partial shear connection

2007 ◽  
Vol 63 (4) ◽  
pp. 505-521 ◽  
Author(s):  
F.D. Queiroz ◽  
P.C.G.S. Vellasco ◽  
D.A. Nethercot
Keyword(s):  
Finite Element ◽  
Finite Element Modelling ◽  
Composite Beams ◽  
Element Modelling ◽  
Shear Connection

Finite Element Modelling of Innovative Precast Cold-Formed Steel Ferrocement as Composite Beam

2015 ◽  
Vol 752-753 ◽  
pp. 539-543 ◽  
Author(s):  
Anis Saggaff ◽  
Talal Alhajri ◽  
M. Ismail ◽  
Khaled Alenezi ◽  
Mohamad Ragae
Keyword(s):  
Finite Element ◽  
Composite Beam ◽  
Finite Element Modelling ◽  
Close Agreement ◽  
Concrete Slab ◽  
Experimental Tests ◽  
Composite Beams ◽  
Element Modelling ◽  
Cold Formed Steel ◽  
Steel Section

This paper describes Finite Element Modeling (FEM) of a composite beam comprised of cold formed steel section and concrete slab designed as ferrocement. Software (ANSYS, version 11) was adopted to carry out the modeling of the proposed composite beam. Experimental tests were also been carried out for three simple supported composite beams. The proposed innovative precast composite beam specimens of cold-formed steel lipped channel sections (CFS) connected with ferrocement slab were tested till failure, under two point loads positioned atquarter length of the span from support. The results showed that close agreement was observed between the FEM and experimental results for ultimate loads and load-deflection responses.

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