Results 211 to 220 of about 23,352 (256)
Exponential stabilization and finite time blow-up in a fractional thermal piezoelectric beam with delay. [PDF]
Ullah Z, Hao J, Thabet STM, Moulahi T.
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Fast boundary-domain integral method for heat transfer simulations
Engineering Analysis with Boundary Elements, 2019zbMATH Open Web Interface contents unavailable due to conflicting licenses.
J. Tibaut, J. Ravnik
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Engineering Analysis with Boundary Elements, 2016
zbMATH Open Web Interface contents unavailable due to conflicting licenses.
Yang, Y., Lam, C. C., Kou, K. P.
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zbMATH Open Web Interface contents unavailable due to conflicting licenses.
Yang, Y., Lam, C. C., Kou, K. P.
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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
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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
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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
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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
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Lobachevskii Journal of Mathematics, 2018
zbMATH Open Web Interface contents unavailable due to conflicting licenses.
Mardanov R., Zaripov S.
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zbMATH Open Web Interface contents unavailable due to conflicting licenses.
Mardanov R., Zaripov S.
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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
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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
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A stable computation on local boundary-domain integral method for elliptic PDEs
Mathematics and Computers in Simulation, 2021zbMATH Open Web Interface contents unavailable due to conflicting licenses.
Luciano Ponzellini Marinelli +2 more
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