Numerical Simulation of Steel Concrete Composite Floor System
- 18 October 2021
- journal article
- Published by Trans Tech Publications, Ltd. in Materials Science Forum
- Vol. 1047, 195-201
- https://doi.org/10.4028/www.scientific.net/msf.1047.195
Abstract
This paper explores the ultimate strength of the composite floor system of structural steel concrete. ABAQUS, used to research non-linear competencies and ultimate load-carrying capability of such floor systems, developed the Finite Element Model (FEM) in 3-D. A comparison of computed values with experimental results has validated the proposed finite element model. The measured and experimental findings show a good match with an average variation of 10%. In parametric study effects of different sizes of shear studs on the ultimate strength of the floor system have been explored on full size specimens. Results show that an increase in height of the shear stud with the same diameter increases the ultimate strength of the floor system. An Increase in the diameter of the shear stud also increases the ultimate capacity of the floor system.Keywords
This publication has 8 references indexed in Scilit:
- Numerical and parametric studies on steel-elastic concrete composite structuresJournal of Constructional Steel Research, 2017
- Experimental and numerical study on static behavior of elastic concrete-steel composite beamsJournal of Constructional Steel Research, 2016
- Modeling of Concrete for Nonlinear Analysis using Finite Element Code ABAQUSInternational Journal of Computer Applications, 2012
- Effect of shear connector spacing and layout on the shear connector capacity in composite beamsJournal of Constructional Steel Research, 2011
- The effects of partial shear connection in composite flush end plate joints Part II—Analytical study and design appraisalJournal of Constructional Steel Research, 2005
- Behavior of Headed Stud Shear Connectors in Composite BeamJournal of Structural Engineering, 2005
- Nonlinear analysis of steel–concrete composite beams curved in planFinite Elements in Analysis and Design, 1999
- Stress-Strain Relationship for Plain Concrete in CompressionACI Journal Proceedings, 1985