Generalized differential quadrature finite element method for cracked composite structures of arbitrary shape

By Erasmo Viola, Francesco Tornabene, Nicholas Fantuzzi. 2013

123 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Control and Systems Engineering, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/d57b947802066f4db0e99402081b4328bdac4b69

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In Civil and Structural Engineering

In Control and Systems Engineering

In Mechanics of Materials

Citations in the corpus

GDQFEM Numerical Simulations of Continuous Mediawith Cracks and Discontinuities (2013, methodology): “For the sake of conciseness, the reference for the actual corner points boundary conditions is the work by [Viola, Tornabene, and Fantuzzi (2013b)].”
Stability and accuracy of three Fourier expansion‐based strong form finite elements for the free vibration analysis of laminated composite plates (2017, methodology): “Because a general finite element can have boundaries with any orientation, according to its outward unit normal vectors, the following equations must be implemented for taking this fact into account [77]”
Static analysis of doubly-curved anisotropic shells and panels using CUF approach, differential geometry and differential quadrature method (2014, background): “The main common aspect of these mesh-less techniques is that the functional approximation starts from a set of scattered points, which do not have any relationship among them [58–60,64–97].”
Four-parameter functionally graded cracked plates of arbitrary shape: A GDQFEM solution for free vibrations (2016, methodology): “In the present article 8-node quadratic elements are used as already presented elsewhere [59].”
Static analysis of functionally graded conical shells and panels using the generalized unconstrained third order theory coupled with the stress recovery (2014, methodology): “With the in-plane stress components indirectly derived from the GDQ-solution [54–92] of the fundamental system, the integration of the three dimensional indefinite equilibrium equations is carried out.”