Differential Quadrature and Its Application in Engineering

By Chi-Wang Shu. 2000

1,796 citations recorded by the source corpus.

Subfields: Aerospace Engineering, Atomic and Molecular Physics, and Optics, Computational Theory and Mathematics

View Paper: https://www.semanticscholar.org/paper/7a485fb4ad7bce4428caa9357a9bb08c93d8e37f

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In Aerospace Engineering

In Atomic and Molecular Physics, and Optics

In Computational Theory and Mathematics

Citations in the corpus

Semi‐analytical analysis for multi‐directional functionally graded plates: 3‐D elasticity solutions (2009, methodology): “Engng 2009; 79:25–44 DOI: 10.1002/nme boundary conditions using the -points [27], some near-boundary inner points indispensable in the conventional DQM.”
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.”
Nonconservative stability problems via generalized differential quadrature method (2008, methodology): “Note that in this case any discrete equation is formulated at the grid points i 1⁄4 2 and N 1 [10].”
Vibration analysis of arbitrarily shaped membranes using local radial basis function-based differential quadrature method (2007, methodology): “So far, DQ method has been efficiently applied to solve many engineering problems [14–22].”
Stress analysis and material tailoring in isotropic linear thermoelastic incompressible functionally graded rotating disks of variable thickness (2010, methodology): “For a solid disk of uniform mass density, thermal expansion coefficient and thickness, and the shear modulus given by GðrÞ ¼ G0ð1þ gr2=r2ouÞ; ð49Þ we have used the DQM to analyze the problem.”
Initial post-buckling of variable-stiffness curved panels (2014, methodology): “Numerical results for the displacement fields and path coefficients were in good agreement with the exact formula from Stein (1959), Chandra and Raju (1973), and Koiter (1956), thus validating the use of the pseudo-inverse for implementing the boundary conditions and orthogonality constraints.”