Limit analysis of steel-concrete composite structures with slip
Journal Title: Civil and Environmental Engineering Reports - Year 2011, Vol 1, Issue 7
Abstract
The paper proposes a modeling of the load carrying capacity of steel-concrete composite structures with slip. An analytical approach to the load carrying capacity calculation of multilayered composite elements and structures with slip is presented. The interaction of layers of composite beams and bars on the example of two- and three-layers, including thin-wall ones, was analyzed. The results are compared with numerical calculations using a program based on the finite element method. Then the problem of the limit analysis for the spatial skeleton structures is formulated as an optimization problem.<br/><br/>
Authors and Affiliations
P. Aliawdin, K. Urbańska
Keywords
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- EP ID EP346882
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