Beam tests of composite steel-concrete members: A three-dimensional finite element model

Author:

Tahmasebinia Faham,Ranzi Gianluca,Zona Alessandro

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference22 articles.

1. ABAQUS (2008). ABAQUS User’s Manual. Version 6.8 EF-2, Dassault Systèmes Simulia Corp., Providence, RI, USA.

2. Baskar, K, Shanmugam, N. E., and Thevendran, V. (2002). “Finite-element analysis of steel-concrete composite plate girder.” Journal of Structural Engineering, 128(9), 1158–1168.

3. Bradford, M. A., Filonov, A., Hogan, T. J., Ranzi, G., and Uy, B. (2006). “Strength and ductility of shear connection in composite T-beams.” Proc. the Eighth International Conference on Steel, Space and Composite Structures, Kuala Lumpur, Malaysia, pp. 15–26.

4. Bruneau, M., Uang, C. M., Whittaker, A. (1998). Ductile Design of Steel Structures. McGraw-Hill, New York.

5. Chapman, J. C. and Balakrishnan, S. (1964). “Experiments on composite beams.” The Structural Engineer, 42(11), pp. 369–383.

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