Linear and geometrically non-linear analysis of composite beams under transverse loading

1993 ◽  
Vol 47 (4) ◽  
pp. 339-347 ◽  
Author(s):  
K. Chandrashekhara ◽  
Kiran M. Bangera
Keyword(s):  
Linear Analysis ◽  
Composite Beams ◽  
Transverse Loading ◽  
Non Linear

scholarly journals Non-Linear Analysis of Composite Beams

2013 ◽  
Vol 3 (1) ◽  
pp. 365-369 ◽  
Author(s):  
V Balakrishna Murthy ◽  
◽  
J Swetha Srinivas ◽  
V Bapi Raju
Keyword(s):  
Linear Analysis ◽  
Composite Beams ◽  
Non Linear

Non-linear analysis of composite beams under positive bending

1999 ◽  
Vol 70 (1) ◽  
pp. 77-89 ◽  
Author(s):  
G. Fabbrocino ◽  
G. Manfredi ◽  
E. Cosenza
Keyword(s):  
Linear Analysis ◽  
Composite Beams ◽  
Non Linear

scholarly journals NON-LINEAR ANALYSIS OF COMPOSITE BEAMS WITH PARTIAL INTERACTION

2009 ◽  
Vol 12 (4) ◽  
pp. 84-93
Author(s):  
Nghi Luong Bao Le ◽  
Thanh Cong Bui
Keyword(s):  
Finite Element ◽  
Linear Analysis ◽  
Composite Beams ◽  
Element Formulation ◽  
Shear Connectors ◽  
Continuous Beams ◽  
Non Linear ◽  
Linear Behaviour ◽  
Partial Interaction ◽  
Displacement Based

This paper present the displacement-based finite element formulation for the non-linear analysis of composite steel-concrete beams with partial interaction that occurs due to deformation of shear connectors. The formuation considers the non-linear behaviour of materials as well as shear connectors. The finite element for composite beams which is based on Newmark kinematical model has 8 DOF. Numerical applications are perfomed for simply supported beam and continuous beams. The results are compared with experimental data in order to validate the reliability of the formulation. The results are also disscussed for influence of partial interaction and non-linear behaviour of materials as well as shear connectors on behaviour of composite beams.

Non-linear analysis of composite beams by a displacement approach

2002 ◽  
Vol 80 (27-30) ◽  
pp. 2217-2228 ◽  
Author(s):  
Andrea Dall’Asta ◽  
Alessandro Zona
Keyword(s):  
Linear Analysis ◽  
Composite Beams ◽  
Non Linear ◽  
Displacement Approach
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