Behaviour of lightweight concrete slabs acting compositely with steel I-sections

Author:

Lasheen Mahmoud,Shaat Amr,Khalil Ayman

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference13 articles.

1. Building Code Requirements for Structural Concrete and Commentary;ACI 318-14,2014

2. O. Hamdy, A. Ghandour, M. Nabil, M. Ramzy, Ductility & moment redistribution in self-compacting lightweight R.C. continuous beams. IABSE Sharm El Sheikh Conference, 7–8 May 2012, pp. 34–42.

3. E.L. Tan, C. Thomas, V. Siriviatnanon, Finite element modeling of nonlinear behaviour of headed stud shear connectors in foamed and lightweight aggregate concrete. Proceedings of the Fifth International Conference on Advances in Experimental Structural Engineering (I), 8–9 November 2013, Taipei, Taiwan.

4. Effective flange width definition for steel–concrete composite bridge Girder;Chiewanichakorn;J. Struct. Eng., ASCE,2004

5. Simplified method for the determination of the effective width due to shear lag effects;Sedlacek;J. Constr. Steel Res.,1993

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