Static and dynamic analyses of Mindlin plates resting on viscoelastic foundation by using moving element method

DOI10.1142/S0219455418501316WikidataQ129987055 ScholiaQ129987055MaRDI QIDQ6493117

Tan Ngoc Than Cao, Van Hai Luong, Kok Keng Ang, Minh Thi Tran, J. N. Reddy, Jian Dai

Publication date: 26 April 2024

Published in: International Journal of Structural Stability and Dynamics (Search for Journal in Brave)

zbMATH Keywords

Mindlin platedynamic responseviscoelastic foundationmoving loadsmoving element method (MEM)

Mathematics Subject Classification ID

Plates (74K20) Boundary element methods applied to problems in solid mechanics (74S15)

Related Items (2)

On the transient response of plates on fractionally damped viscoelastic foundation ⋮ Transient response of rectangular plate on viscoelastic foundation under time-variable load based on fractional-order differential model

Cites Work

• A three-node Mindlin plate element with improved transverse shear
• Numerical and analytical methods for in-plane dynamic response of annular disk
• FINITE ELEMENT MODELLING OF INFINITE EULER BEAMS ON KELVIN FOUNDATIONS EXPOSED TO MOVING LOADS IN CONVECTED CO-ORDINATES
• ANALYSIS OF HIGH-SPEED RAIL ACCOUNTING FOR JUMPING WHEEL PHENOMENON
• Dynamic Response of Kirchhoff Plate on a Viscoelastic Foundation to Harmonic Circular Loads
• Dynamics of Plate Generated by Moving Harmonic Loads
• Dynamic response to moving concentrated masses of elastic plates on a non-Winkler elastic foundation
• Linked interpolation for Reissner‐Mindlin plate elements: Part II—A simple triangle
• Moving element method for train-track dynamics
• Vertical Dynamic Response of High-Speed Rails During Sudden Deceleration
• A cell‐based smoothed discrete shear gap method using triangular elements for static and free vibration analyses of Reissner–Mindlin plates

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