Linear Analysis of Continuous Composite Concrete-Steel Beam with Partial Connection

Authors

  • Hesham Abd AL-Latef Numan Civil Engineering Department, Al-Mustansiriyah University, Baghdad, Iraq Author

Keywords:

concrete-steel beam, Equilibrium and compatibility equations, differential equation of second order, Visual Basic

Abstract

This work presents a theoretical study of the linear analysis of a continuous composite concrete-steel beam with a partial connection. The concrete and steel components are connected together by stud shear connectors. Equilibrium and compatibility equations are derived for the forces and displacements at the assumed element. As a result, one simultaneous differential equation of second order in terms of slip is obtained. The role of the concrete layer at the negative moment is restricted to being a medium surrounding the steel bars and is not associated with the strength of the composite beam. A computer program is written in (Visual Basic) to apply the suggested theoretical model.

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Key Dates

Published

2009-06-01

How to Cite

Linear Analysis of Continuous Composite Concrete-Steel Beam with Partial Connection. (2009). Journal of Engineering and Sustainable Development, 13(2), 51-69. https://jeasd.uomustansiriyah.edu.iq/index.php/jeasd/article/view/1553

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