A new approach for numerical modal analysis using the element-free method

DOI<1::AID-NME659>3.0.CO;2-G 10.1002/(SICI)1097-0207(19990910)46:1<1::AID-NME659>3.0.CO;2-GzbMath0961.74075OpenAlexW1986502550MaRDI QIDQ4935713

A. El Ouatouati, D. A. Johnson

Publication date: 29 May 2001

Full work available at URL: https://doi.org/10.1002/(sici)1097-0207(19990910)46:1<1::aid-nme659>3.0.co;2-g

zbMATH Keywords

beamsmodal analysisHamilton's principleplatesmoving least-squares interpolantmeshless spatial approximationvibrations of elastic systemsweighted base functions

Mathematics Subject Classification ID

Related Items (8)

Global interpolating meshless shape function based on generalized moving least-square for structural dynamic analysis ⋮ Demonstration of a simple method to satisfy homogenous boundary conditions in element-free Galerkin method through the vibration problem of Timoshenko beam ⋮ Perturbation-Based Stochastic Meshless Method for Buckling Analysis of Plates ⋮ Stability of viscoelastic rectangular plate with a piezoelectric layer subjected to follower force ⋮ BUCKLING ANALYSIS OF CIRCULAR FGM PLATE HAVING VARIABLE THICKNESS UNDER UNIFORM COMPRESSION BY MESH FREE METHOD ⋮ `FE-meshfree' QUAD4 element for free-vibration analysis ⋮ BUCKLING OF SYMMETRICALLY LAMINATED COMPOSITE PLATES USING THE ELEMENT-FREE GALERKIN METHOD ⋮ Element-free method for static and free vibration analysis of spatial thin shell structures.

Cites Work

• A finite element for the vibration analysis of Timoshenko beams

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