Results 191 to 200 of about 2,258,481 (223)
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Engineering computations, 2018
Purpose The purpose of this paper is to propose a new explicit time integration algorithm for solution to the linear and non-linear finite element equations of structural dynamic and wave propagation problems. Design/methodology/approach The algorithm
Mi Zhao, Huifang Li, S. Cao, Xiu-li Du
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Purpose The purpose of this paper is to propose a new explicit time integration algorithm for solution to the linear and non-linear finite element equations of structural dynamic and wave propagation problems. Design/methodology/approach The algorithm
Mi Zhao, Huifang Li, S. Cao, Xiu-li Du
semanticscholar +1 more source
Explicit solutions to dynamic diffusion-type equations and their time integrals
Applied Mathematics and Computation, 2014zbMATH Open Web Interface contents unavailable due to conflicting licenses.
Antonín Slavík, Petr Stehlík
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Computer Methods in Applied Mechanics and Engineering, 2014
A. Idesman, D. Pham
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A. Idesman, D. Pham
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Explicit variable step-size and time-reversible integration
Applied Numerical Mathematics, 2001zbMATH Open Web Interface contents unavailable due to conflicting licenses.
Holder, Thomas +2 more
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Explicit time integration with enhanced stability for structural dynamics
Computers & Structures, 1988A new nonlinear explicit method is proposed for structural dynamics. The method retains the computational efficiency of traditional explicit techniques, but possesses better stability properties. Both unpartitioned and partitioned forms of the algorithm are considered.
Belytschko, Ted, Engelmann, Bruce E.
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A three-stage explicit time integration method with controllable numerical dissipation
Archive of applied mechanics (1991), 2021Yi Ji, Y. Xing
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Explicit Bounds for Some Special Integral Inequalities on Time Scales
Results in Mathematics, 2010zbMATH Open Web Interface contents unavailable due to conflicting licenses.
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Improving explicit time integration by modal truncation techniques
Earthquake Engineering & Structural Dynamics, 1998This paper describes a modal weighting technique that improves the stability characteristics of explicit time-integration schemes used in structural dynamics. The central difference method was chosen as the trial algorithm because of its simplicity, both in terms of formulation and ease of numerical stability and convergence analysis.
Eugenio Gutiérrez +1 more
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