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Finite element modelling of thick plates on two-parameter elastic foundation

✍ Scribed by Ryszard Buczkowski; Witold Torbacki

Publisher
John Wiley and Sons
Year
2001
Tongue
English
Weight
203 KB
Volume
25
Category
Article
ISSN
0363-9061

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πŸ“œ SIMILAR VOLUMES

FREE VIBRATION ANALYSIS OF KIRCHHOFF PLA
FREE VIBRATION ANALYSIS OF KIRCHHOFF PLATES RESTING ON ELASTIC FOUNDATION BY MIXED FINITE ELEMENT FORMULATION BASED ON GΓ‚TEAUX DIFFERENTIAL
✍ MEHMET HAKKI OMURTAG; ATΔ°LLA Γ–ZÜTOK; AHMET YALΓ‡IN AKΓ–Z; YUNUS Γ–ZΓ‡ELΔ°KΓ–RS πŸ“‚ Article πŸ“… 1997 πŸ› John Wiley and Sons 🌐 English βš– 421 KB πŸ‘ 2 views

The main objective of the present work is to give the systematic way for derivation of Kirchhoff plate-elastic foundation interaction by mixed-type formulation using the GaL teaux differential instead of well-known variational principles of Hellinger-Reissner and Hu-Washizu. Foundation is a Pasterna

Remarks on two papers dealing with the r
Remarks on two papers dealing with the response of beams on two-parameter elastic foundations
✍ Moshe Eisenberger; Jacobo Bielak πŸ“‚ Article πŸ“… 1989 πŸ› John Wiley and Sons 🌐 English βš– 115 KB

The following comments are motivated by two recent papers concerned with the vibrations and buckling of beams supported on two-parameter elastic foundations. Both papers contain a mistake in the boundary conditions corresponding to a free end in that they use the stiffness matrices for the beam-foun

VIBRATION AND BUCKLING OF DEEP BEAM-COLU
VIBRATION AND BUCKLING OF DEEP BEAM-COLUMNS ON TWO-PARAMETER ELASTIC FOUNDATIONS
✍ H. MATSUNAGA πŸ“‚ Article πŸ“… 1999 πŸ› Elsevier Science 🌐 English βš– 185 KB

Natural frequencies and buckling stresses of a deep beam-column on twoparameter elastic foundations are analyzed by taking into account the e!ect of shear deformation, depth change (the transverse displacement w can vary in the depth direction of beam-columns) and rotatory inertia. By using the meth