Nonlinear modeling of cables with flexural stiffness.
Lacarbonara, Walter, Pacitti, Arnaud (2008)
Mathematical Problems in Engineering
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Displaying similar documents to “Modeling and simulations of collapse instabilities of microbeams due to capillary forces.”
Nonlinear modeling of cables with flexural stiffness.
Unconstrained finite element for geometrical nonlinear dynamics of shells.
Coda, Humberto Breves, Paccola, Rodrigo Ribeiro (2009)
Mathematical Problems in Engineering
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Deformation calculating of electromagnetic launcher's rail subjected to sinusoidal magnetic pressure.
Wen, Liu, Lei, Shi, Xiangzhong, Bai (2011)
Mathematical Problems in Engineering
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The nonlinear instability modes of dished shallow shells under circular line loads.
Chang-Jiang, Liu, Zhou-Lian, Zheng, Cong-Bing, Huang, Xiao-Ting, He, Jun-Yi, Sun, Shan-Lin, Chen (2011)
Mathematical Problems in Engineering
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Effects of variations in nonlinear damping coefficients on the parametric vibration of a cantilever beam with a lumped mass.
Silva, Demian G., Varoto, Paulo S. (2008)
Mathematical Problems in Engineering
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Nonlinear free vibration for viscoelastic moderately thick laminated composite plates with damage evolution.
Zheng, Y.F., Deng, L.Q. (2010)
Mathematical Problems in Engineering
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Multiscale Materials Modelling: Case Studies at the Atomistic and Electronic Structure Levels
Emilio Silva, Clemens Först, Ju Li, Xi Lin, Ting Zhu, Sidney Yip (2007)
ESAIM: Mathematical Modelling and Numerical Analysis
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Although the intellectual merits of computational modelling across various length and time scales are generally well accepted, good illustrative examples are often lacking. One way to begin appreciating the benefits of the multiscale approach is to first gain experience in probing complex physical phenomena at one scale at a time. Here we discuss materials modelling at two characteristic scales separately, the atomistic level where interactions are specified through classical potentials...
Effect of imperfections and damping on the type of nonlinearity of circular plates and shallow spherical shells.
Touzé, Cyril, Camier, Cédric, Favraud, Gaël, Thomas, Olivier (2008)
Mathematical Problems in Engineering
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Flexible plate and foundation modelling.
Hosking, R. J. (2000)
Journal of Applied Mathematics and Decision Sciences
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Elastic buckling behaviour of a four-lobed cross section cylindrical shell with variable thickness under non-uniform axial loads.
Ahmed, Mousa Khalifa (2009)
Mathematical Problems in Engineering
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A seminalytical approach to large deflections in compliant beams under point load.
Tolou, N., Herder, J.L. (2009)
Mathematical Problems in Engineering
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Wetting on rough surfaces and contact angle hysteresis: numerical experiments based on a phase field model
Alessandro Turco, François Alouges, Antonio DeSimone (2009)
ESAIM: Mathematical Modelling and Numerical Analysis
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We present a phase field approach to wetting problems, related to the minimization of capillary energy. We discuss in detail both the -convergence results on which our numerical algorithm are based, and numerical implementation. Two possible choices of boundary conditions, needed to recover Young's law for the contact angle, are presented. We also consider an extension of the classical theory of capillarity, in which the introduction of a dissipation mechanism can explain and predict...