Aims: The present theory investigates the dimensionless
vibration frequencies, deformations and stresses for antisymmetric composite
and orthotropic arch.
Study Design: In the present investigation, composite arches
are examined using exponential-type of transverse shear and normal deformation
effect. It considers the important effects of both transverse normal strain and
shear deformation under the action of uniformly distributed loading (UDL).
Place and Duration of Study: Department of Civil
Engineering, Sanjivani College of Engineering, Kopargaon - 423601, Maharashtra,
India, between Jan. 2023 to April 2024.
Methodology: The associated governing equations are obtained
using the principle of virtual work with Navier’s solution. The proposed
composite arches are completely free from shear correction factors, the top and
bottom surfaces satisfy the traction free zero end boundary conditions.
Results: The proposed mathematical model obtained correct
displacements, stresses, and vibration frequencies for composite shallow arches
than other theories because prior literature did not consider the thickness
stretching effect i.e. . Therefore, the proposed theory accounts for the effect
of thickness stretching i.e. . The results are compared and validated through
available literature.
Conclusion: The proposed results will set the standard
benchmark for researchers in the upcoming days about the design of such
difficult and high-rise composite constructions.
Author(s) Details
Valmik M. Mahajan
Department of Civil Engineering, Sanjivani College of
Engineering Kopargaon - 423601, Maharashtra, India.
S. M. Ghumare
Department of Civil Engineering, Sanjivani College of
Engineering Kopargaon - 423601, Maharashtra, India.
Velchuri Sairam
Department of Civil Engineering, Sanjivani College of
Engineering Kopargaon - 423601, Maharashtra, India.
K. D. Petare
Department of Civil Engineering, Sanjivani College of
Engineering Kopargaon - 423601, Maharashtra, India.
Please see the book here:- https://doi.org/10.9734/bpi/caert/v5/12689F
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