Abstract
Paper presents the study of displacements in cantilever thick beam via 5th order function of study of shear deformation when exposed to a cosine loading. The theory is based upon the elementary theory of beam by considering shear deformation effects applying function of 5th order using variables of thickness. This study gratified the zero shear stress condition on top and bottom of the beam. As the deflection is more definite in cantilever sections, the cantilever beam is considered here. For obtaining equilibrium equations a well-known source of virtual work is used. To demonstrate the worth of the theory, the longitudinal and axial displacements are worked out for beam which is thick in nature, when subjected to cosine load as such type of load is very common in aerospace and marine structures. Outcomes are likened with the other theories.
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Joshi, G., Gaikwad, S., Dahake, A., Girase, A. (2020). Displacements in Thick Cantilever Beam Using V Order Shear Deformation Theory. In: Gunjan, V., Singh, S., Duc-Tan, T., Rincon Aponte, G., Kumar, A. (eds) ICRRM 2019 – System Reliability, Quality Control, Safety, Maintenance and Management. ICRRM 2019. Springer, Singapore. https://doi.org/10.1007/978-981-13-8507-0_35
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DOI: https://doi.org/10.1007/978-981-13-8507-0_35
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