• Yogesh H. Tambe
• Pravin D. Nemade

This study presents a numerical analysis using ANSYS Workbench finite element program to simulate the conventional reinforced concrete beam (NWC) with foamed concrete beam (FA Coarse 1400) under four point loading condition. The size of beam is having length 2m, width 0.2m, depth 0.3m which is simply supported and modeled by using ANSYS Workbench software. The models are tested under first crack loading condition with two point loads. Also, the purpose of this study is to validate the experimental results in comparison with ANSYS Workbench results for the same beam and to find out the percentage error between the two results. The consequences of changes in experimental and ANSYS models are discussed and satisfactory results may be obtained from limited models. The results obtained from this study should be represented in the form of deformation, stress intensity and strain intensity.

"Validation of Experimental and Analytical Results of Foamed Concrete Beam and Conventional Concrete Beam using ANSYS Workbench 14.5", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.6, Issue 4, page no.490-495, April-2019, Available :http://www.jetir.org/papers/JETIRBB06096.pdf

"Validation of Experimental and Analytical Results of Foamed Concrete Beam and Conventional Concrete Beam using ANSYS Workbench 14.5", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.6, Issue 4, page no. pp490-495, April-2019, Available at : http://www.jetir.org/papers/JETIRBB06096.pdf