Flexural Analysis of Thick T-Beam Using Fifth Order Shear Deformation Theory |
Author(s): |
| Tejeshwar Magar , G H Raisoni College of Engineering and Management, Wagholi, Pune, Maharashtra.; Ajay Dahake, G H Raisoni College of Engineering and Management, Wagholi, Pune, Maharashtra.; Vinesh Thorat, G H Raisoni College of Engineering and Management, Wagholi, Pune, Maharashtra.; Sushma Thorat, VDF FoundationGroup of Institutions, VDF School of Engineering & Technology, Latur, Maharashtra, India. |
Keywords: |
| Thick Beam, Fifth Order Shear Deformation, Equilibrium Equations, Simply Supported |
Abstract |
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A fifth order shear deformation theory is considered for the mathematical solution of thick beam with simply supported boundary condition. The number of variables in this theory is same as that in the first order shear deformation theory of Timoshenko. In this paper thick T-section beam is considered for to demonstrate the efficiency of theory and their results are compared with other refined shear deformation theories. This comparison shows that the present theory is more accurate than Euler-Bernoulli theory and also comparable with Timoshenko beam theory. Also, in this paper results obtained are discussed with other refined theories. The novelty of the paper is, many researchers used rectangular section for analysis, here first time irregular shape i.e. T section is considered for the purpose of analysis. |
Other Details |
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Paper ID: IJSRDV10I50007 Published in: Volume : 10, Issue : 5 Publication Date: 01/08/2022 Page(s): 31-35 |
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