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This paper provides a systematic approach to solve in-plane free vibrations of arches with variable curvature. The proposed approach basically introduces the concept of dynamic stiffness matrix into a series solution for in-plane vibrations of arches with variable curvature. An arch is decomposed into as many elements as needed for accuracy of solution. In each element, a series solution is formulated...
The higher-order plate theory associated with the finite strip method is developed to analyze bimodular composite laminates in this paper. The transverse shear deformation can be effectively evaluated and the shear correction coefficients are not required. The maximum deflections and neutral surface locations of sinusoidally loaded rectangular bimodulus plates are determined. The convergence and accuracy...
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