Results 211 to 220 of about 23,352 (256)

Fast boundary-domain integral method for heat transfer simulations

Engineering Analysis with Boundary Elements, 2019
zbMATH Open Web Interface contents unavailable due to conflicting licenses.
J. Tibaut, J. Ravnik
openaire   +3 more sources

Forced vibration analysis of functionally graded beams by the meshfree boundary-domain integral equation method

Engineering Analysis with Boundary Elements, 2016
zbMATH Open Web Interface contents unavailable due to conflicting licenses.
Yang, Y., Lam, C. C., Kou, K. P.
openaire   +4 more sources

Free vibration analysis of the functionally graded sandwich beams by a meshfree boundary-domain integral equation method

Composite Structures, 2014
Abstract Free vibration of the functionally graded (FG) sandwich beams are studied by a meshfree boundary-domain integral equation method. Two sandwich beams, namely, FG core with homogeneous face sheets and homogeneous core with FG face sheets are considered in the study.
Y. Yang, C.C. Lam, K.P. Kou, V.P. Iu
openaire   +3 more sources

Free vibration analysis of two-dimensional functionally graded structures by a meshfree boundary–domain integral equation method

Composite Structures, 2014
Abstract Free vibration of two-dimensional functionally graded structures with an exponential material gradation is analyzed in this paper by a meshfree boundary–domain integral equation method. Based on the two-dimensional elasticity theory, boundary–domain integral equations are derived by using elastostatic fundamental solutions.
Y. Yang   +4 more
openaire   +3 more sources

Solution of Nonhomogeneous Helmholtz Equation with Variable Coefficient Using Boundary Domain Integral Method

Lobachevskii Journal of Mathematics, 2018
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Mardanov R., Zaripov S.
openaire   +4 more sources

A meshfree boundary-domain integral equation method for free vibration analysis of the functionally graded beams with open edged cracks

Composites Part B: Engineering, 2019
Abstract A dynamic analysis may be required either because a crack is excited by time dependent loads or because a crack under static loading conditions propagates so rapidly that the effects of the inertia forces are important and the inertia effects cannot be neglected.
K.P. Kou, Y. Yang
openaire   +3 more sources

A stable computation on local boundary-domain integral method for elliptic PDEs

Mathematics and Computers in Simulation, 2021
zbMATH Open Web Interface contents unavailable due to conflicting licenses.
Luciano Ponzellini Marinelli   +2 more
openaire   +2 more sources

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