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Journal ArticleDOI

Static and Dynamic Analyses of Mindlin Plates Resting on Viscoelastic Foundation by Using Moving Element Method

TLDR
In this article, a novel computational approach using the moving element method (MEM) for simulating the dynamic response of Mindlin plate resting on a viscoelastic foundation and subjected to m...
Abstract
Presented herein is a novel computational approach using the moving element method (MEM) for simulating the dynamic response of Mindlin plate resting on a viscoelastic foundation and subjected to m...

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Citations
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Journal ArticleDOI

Dynamic response and stability of an inclined Euler beam under a moving vertical concentrated load

TL;DR: In this article, the authors considered the dynamic response and stability of an inclined beam under a moving vertical concentrated load and presented the governing equation for transverse motion of the beam and it contained the effect of the compressive axial component of the vertical load on the bending stiffness capacity.
Journal ArticleDOI

Moving Element Method for Dynamic Analyses of Functionally Graded Plates Resting on Pasternak Foundation Subjected to Moving Harmonic Load

TL;DR: In this article, the authors presented the moving element method (MEM) for dynamic analysis of functionally graded (FG) plates resting on Pasternak foundation under moving harmonic load.
Journal ArticleDOI

Dynamic response of plates resting on a fractional viscoelastic foundation and subjected to a moving load

TL;DR: In this article, the dynamic behavior of thin plates resting on a fractionally damped viscoelastic foundation subjected to a moving point load is investigated and the application of fractional c is explored.

Dynamic Response of Plates on Elastic Foundation to Moving Loads

TL;DR: In this article, a finite strip method and a spring system was developed and applied to treat the dynamic response of plate structure resting on an elastic foundation to moving loads, and the results indicated that the foundation stiffness and the velocity and frequency of the moving load have significant effects on the dynamic responses of the plate and on resonant velocities.
Journal ArticleDOI

Further insights into moving load problem on inclined beam based on semi-analytical solution

TL;DR: In this paper, a semi-analytical solution for a vertical load moving on an inclined simply supported beam is presented, where the energy approach along with the Fourier sine series for the beam deflection shape is obtained as an easy-to-solve ordinary differential equation.
References
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Book

Vibration of solids and structures under moving loads

TL;DR: In this paper, one-dimensional solids, two-dimensional and three-dimensional (3D) solids have been studied in the context of special problems, where the problem is to solve a special problem.
Journal ArticleDOI

A three-node mindlin plate element with improved transverse shear

TL;DR: In this paper, a displacement methodology for Mindlin elements, recently employed in the development of an efficient, four-node quadrilateral (MIN4), is the basis for a three-node, explicitly integrated triangular element (MIN3).
Journal ArticleDOI

Transverse vibration of thick rectangular plates—I. Comprehensive sets of boundary conditions

TL;DR: In this article, a set of mathematically complete two-dimensional polynomials are assumed in the displacement and rotational functions to approximate the appropriate mode shapes, and the energy function derived using Mindlin's plate theory is minimized using the Rayleigh-Ritz procedure which leads to the governing eigenvalue equations.
Journal ArticleDOI

Linked interpolation for Reissner‐Mindlin plate elements: Part II—A simple triangle

TL;DR: In this paper, a simple plate bending triangle with good performance in both thin and thick situations was developed, and its performance was better than that of other nine DOF elements and its computer implementation simpler.
Journal ArticleDOI

Moving element method for train‐track dynamics

TL;DR: In this paper, a moving element method for the dynamic analysis of train-track systems is proposed, which discretizes the rail beam on viscoelastic foundation into elements that "flow" with the moving vehicle.
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