Open AccessFINITE ELEMENT ANALYSIS OF COMPOSITE CONCRETE SLAB WITH PROFILED STEEL DECKING FOR DIFFERENT SHEAR SPANS
Author(s) -
Suraj Vilas Bhise,
Umesh L. Deshpande
Publication year - 2019
Publication title -
international journal of engineering applied science and technology
Language(s) - English
Resource type - Journals
ISSN - 2455-2143
DOI - 10.33564/ijeast.2019.v04i03.056
Subject(s) - finite element method , slab , structural engineering , shear (geology) , composite number , composite material , materials science , engineering
Composite roof slabs are demanding due to fast, light and economical construction work. Composite slabs consist of roof profile sheets formed in cold and concrete (light or moderate). This study studies the results of analysis and modeling of the FE of composite slabs to predict the stress-strain behavior, performance resistance and load deflection behavior. The investigation of the bending behavior of composite slabs is very complex. In this study, finite element analysis was performed using ANSYS 16.0, and the bending behavior of composite slabs was investigated. In this study, Is considered as a composite slab that can be examined briefly. Other parameters change, sheet thickness and cutting span. Cold forming cover profile the blades, that is, several cutting sections with intermediate reinforcements and without intermediate reinforcements, are considered three thicknesses (0.8 mm, 1.0 mm and 1.2 mm) for simulation purposes. In the present study, a model simulation of a static mesh load of 25 mm was considered. Flexural strength is also called transverse strength or flexural strength. Keywords— Slab, Finite Element Analysis, ANSYS Workbench, Yield capacity, Stress-Strain behaviour, Deflection.