Linear Analysis of Continuous Composite Concrete-Steel Beam with Partial Connection
Keywords:
concrete-steel beam, Equilibrium and compatibility equations, differential equation of second order, Visual BasicAbstract
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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This work is licensed under a Creative Commons Attribution 4.0 International License.