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J.B.M. Sousa Jr., "An Exact Finite Element for the Analysis of Three-Layered Steel-Concrete Composite Beams with Interlayer Slip", in J. Kruis, Y. Tsompanakis, B.H.V. Topping, (Editors), "Proceedings of the Fifteenth International Conference on Civil, Structural and Environmental Engineering Computing", Civil-Comp Press, Stirlingshire, UK, Paper 39, 2015. doi:10.4203/ccp.108.39

Keywords: steel-concrete composite beams, partial interaction, interlayer slip, partial shear connection, direct stiffness, finite element.

Summary

Recent solutions for composite construction are based on the connection of more than two elements. An example is sandwich beams composed of reinforced concrete between steel plates. Numerical solutions for these systems, however, are still scarce. This paper describes a finite element formulation for the numerical analysis of three-layered steel-concrete composite beams with partial interaction, subject to Euler-Bernoulli classical beam theory assumptions, and based on the analytical solution of the differential equations. A particularization of a recently published multilayered formulation, for the case of three layers with two flexible connection interfaces is developed. The robustness and correctness of the formulation is assessed with respect to classical finite element solutions for the linear case.

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Front Page Browse CCP CSETS CTR IJRT Other Authors Search Purchase Guide FAQ Contact us	Civil-Comp Proceedings ISSN 1759-3433 CCP: 108 PROCEEDINGS OF THE FIFTEENTH INTERNATIONAL CONFERENCE ON CIVIL, STRUCTURAL AND ENVIRONMENTAL ENGINEERING COMPUTING Edited by: J. Kruis, Y. Tsompanakis and B.H.V. Topping Paper 39 An Exact Finite Element for the Analysis of Three-Layered Steel-Concrete Composite Beams with Interlayer Slip J.B.M. Sousa Jr. Department of Structural Engineering, Ceará Federal University, Fortaleza, Brazil doi:10.4203/ccp.108.39 purchase the full-text of this paper Full Bibliographic Reference for this paper J.B.M. Sousa Jr., "An Exact Finite Element for the Analysis of Three-Layered Steel-Concrete Composite Beams with Interlayer Slip", in J. Kruis, Y. Tsompanakis, B.H.V. Topping, (Editors), "Proceedings of the Fifteenth International Conference on Civil, Structural and Environmental Engineering Computing", Civil-Comp Press, Stirlingshire, UK, Paper 39, 2015. doi:10.4203/ccp.108.39 Keywords: steel-concrete composite beams, partial interaction, interlayer slip, partial shear connection, direct stiffness, finite element. Summary Recent solutions for composite construction are based on the connection of more than two elements. An example is sandwich beams composed of reinforced concrete between steel plates. Numerical solutions for these systems, however, are still scarce. This paper describes a finite element formulation for the numerical analysis of three-layered steel-concrete composite beams with partial interaction, subject to Euler-Bernoulli classical beam theory assumptions, and based on the analytical solution of the differential equations. A particularization of a recently published multilayered formulation, for the case of three layers with two flexible connection interfaces is developed. The robustness and correctness of the formulation is assessed with respect to classical finite element solutions for the linear case. purchase the full-text of this paper (price £20) go to the previous paper go to the next paper return to the table of contents return to the book description purchase this book (price £75 +P&P)
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