Design of simply supported composite beam to EC4

2017 ◽  
pp. 222-230
Keyword(s):  
Composite Beam ◽  
Simply Supported

Study on the Performance of the New High-Strength Steel-Encased Concrete Composite Beam (SCCB)

2013 ◽  
Vol 756-759 ◽  
pp. 161-165
Author(s):  
Qi Yin Shi ◽  
Chao Liu ◽  
Li Lin Cao ◽  
Zhen Wang
Keyword(s):  
Cross Section ◽  
High Strength Steel ◽  
High Strength Concrete ◽  
Composite Beam ◽  
High Performance ◽  
Bending Strength ◽  
Theoretical Study ◽  
High Strength ◽  
Simply Supported ◽  
Ordinary Steel

On the basis of the theoretical study and application of ordinary steel-encased concrete composite beam, this paper will focus on a new high-strength steel-encased concrete composite beam, and mainly studies high-performance steel Q420 and Q460, as well as high-strength concrete C60 and C80. Besides, an experimental study of 5 simply-supported beams is made, and the load-deflection curves of new SCCB are analyzed. The calculation formula of load which changes with depth of section and bending strength of the cross section is also analyzed. It is suggested that the calculated results announced should be identical with the experimental results.

scholarly journals Flexural Interpretation of Simply Supported Laminated Composite Beam

2020 ◽  
Vol 8 (5) ◽  
pp. 3559-3565
Keyword(s):  
Shear Deformation ◽  
Composite Beam ◽  
Laminated Composite ◽  
Beam Theory ◽  
Composite Beams ◽  
Shear Stresses ◽  
Bending Stress ◽  
Simply Supported ◽  
Laminated Composite Beam ◽  
Laminated Composite Beams

In this Paper, the analysis of simply supported laminated composite beam having uniformly distributed load is performed. The solutions obtained in the form of the displacements and stresses for different layered cross ply laminated composite simply supported beams subjected uniformly distributed to load. Different aspect ratio consider for different results in terms of displacement, bending stress and shear stresses. The shear stresses are calculated with the help of equilibrium equation and constitutive relationship. Using displacement field including trigonometric function of laminated composite beams are derived from virtual displacement principle. There are axial displacement, transverse displacement, bending stress and shear stresses. In addition, Euler-Bernoulli (ETB), First order shear deformation beam theory (FSDT), Higher order shear deformation beam theory (HSDT) and Hyperbolic shear deformation beam theory (HYSDT) solution have been made for comparison and better accuracy of solutions and results of static analyses of laminated composite beams for simply supported laminated composite beam.

Study on flexural capacity of simply supported steel-concrete composite beam

2016 ◽  
Vol 21 (4) ◽  
pp. 829-847 ◽  
Author(s):  
Jing Liu ◽  
Fa-xing Ding ◽  
Xue-mei Liu ◽  
Zhi-wu Yu
Keyword(s):  
Composite Beam ◽  
Flexural Capacity ◽  
Simply Supported

scholarly journals Flexural Strength of Steel-Concrete Composite Beams Under Two-Point Loading

2020 ◽  
Vol 30 (4) ◽  
pp. 21-32
Author(s):  
Palanivelu Sangeetha ◽  
S. Ramana Gopal ◽  
A. Jai Vigneshwar ◽  
K. Vaishnavi ◽  
A. Srinidhi
Keyword(s):  
Flexural Strength ◽  
Composite Beam ◽  
Composite Beams ◽  
Finite Element Models ◽  
Test Results ◽  
Ansys Software ◽  
Flexural Behaviour ◽  
Simply Supported ◽  
Better Than ◽  
Good Agreement

Abstract This study investigates the flexural strength of simply-supported steel–concrete composite beams under two-point loading. A total of four specimens were tested to failure for varying parameters including type of connectors (stud and channel) and number of connectors (two and four). ANSYS software was used to establish the finite element models that can simulate the flexural behaviour of the composite beam. The test results show that a beam with channel connectors performs better than a beam with stud connectors. The composite beam with two connectors between the beam and slab causes additional deflection due to slippage in the connectors, when compared to the beam with four connectors. The results from the analytical model are in good agreement with the experimental results.

scholarly journals Lateral-distortional buckling of continuous steel-concrete composite beam

2018 ◽  
Vol 11 (4) ◽  
pp. 719-756 ◽  
Author(s):  
T. V. AMARAL ◽  
J. P. S. OLIVEIRA ◽  
A. F. G. CALENZANI ◽  
F.B. TEIXEIRA
Keyword(s):  
Boundary Conditions ◽  
Composite Beam ◽  
Bending Moment ◽  
Composite Beams ◽  
Simplified Model ◽  
Continuous Steel ◽  
Distortional Buckling ◽  
Different Boundary Conditions ◽  
Simply Supported

Abstract In hogging bending moment regions of continuous composite beams the collapse by lateral-distortional buckling (LDB) can occur. The design against LDB according to ABNT NBR 8800:2008 begins with the determination of the elastic critical moment, which depends, among other factors, of the distribution of the bending moment in the analyzed span, taken into account in the formulation through the modification parameter Cdist. To assess the analytical formulations prescribed by ABNT NBR 8800:2008, numerical FE models that simulate the LDB behavior of continuous steel-concrete composite beams were developed in this paper. The different boundary conditions presented in ABNT NBR 8800:2008 were checked using two different models: a simplified model, with a single simply supported span; and models with multiple internal supports and more than one span. It was observed that the Cdist values prescribed by ABNT NBR 8800:2008 can be unsafe, and therefore new values for Cdist are proposed in this paper.

Sign in / Sign up

Export Citation Format

Share Document