Flexural Interpretation of Simply Supported Laminated Composite Beam
D.H.Tupe1, A.G.Dahake2, G.R. Gandhe3
1H. Tupe, Department of Civil Engineering, PES College of Engineering, Dr. B. A. M. University, Aurangabad, M.S., India.
2Dr. A. G. Dahake, Department of Civil Engineering, G.H. Raisoni College of Engineering and Management , Wagholi, SPP University Pune, MS, India.
3Dr. G.R. Gandhe, Department of Civil Engineering, Deogiri Institute of Engineering and Management Studies, Dr. BAMU Aurangabad, MS, India.

Manuscript received on January 01, 2020. | Revised Manuscript received on January 20, 2020. | Manuscript published on January 30, 2020. | PP: 3559-3565 | Volume-8 Issue-5, January 2020. | Retrieval Number: E6443018520/2020©BEIESP | DOI: 10.35940/ijrte.E6443.018520

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Abstract: In this Paper, the analysis of simply supported laminated composite beam having uniformly distributed load is performed. The solutions obtained in the form of the displacements and stresses for different layered cross ply laminated composite simply supported beams subjected uniformly distributed to load. Different aspect ratio consider for different results in terms of displacement, bending stress and shear stresses. The shear stresses are calculated with the help of equilibrium equation and constitutive relationship. Using displacement field including trigonometric function of laminated composite beams are derived from virtual displacement principle. There are axial displacement, transverse displacement, bending stress and shear stresses. In addition, Euler-Bernoulli (ETB), First order shear deformation beam theory (FSDT), Higher order shear deformation beam theory (HSDT) and Hyperbolic shear deformation beam theory (HYSDT) solution have been made for comparison and better accuracy of solutions and results of static analyses of laminated composite beams for simply supported laminated composite beam.
Keywords: Laminated Composite Beam, Principle of Virtual Work, Trigonometric Shear Deformation Theory, Uniformly Distributed Load.
Scope of the Article: Computer-Supported Cooperative Work.