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A note on using the collocation method for modelling the dynamics of a flexible continuous beam subject to impacts

✍ Scribed by D.J Wagg

Publisher
Elsevier Science
Year
2004
Tongue
English
Weight
507 KB
Volume
276
Category
Article
ISSN
0022-460X

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πŸ“œ SIMILAR VOLUMES

Simple models for the stability of a cra
Simple models for the stability of a crack in a cantilever beam subject to impact
✍ H.J. Petroski πŸ“‚ Article πŸ“… 1985 πŸ› Elsevier Science 🌐 English βš– 377 KB

The use of simple models to study the structural dynamics and crack stability of a cracked cantilever beam subject to impact is demonstrated. A rigid-perfectly plastic material model is used, and the J-integral and tearing modulus concepts are employed in simple forms. Concise algebraic expressions

A Chebyshev collocation multidomain meth
A Chebyshev collocation multidomain method to solve the Reissner–Mindlin equations for the transient response of an anisotropic plate subjected to impact
✍ Bo Kjellmert πŸ“‚ Article πŸ“… 1997 πŸ› John Wiley and Sons 🌐 English βš– 329 KB πŸ‘ 2 views

The transient response of an anisotropic rectangular plate subjected to impact is described through a Chebyshev collocation multidomain discretization of the Reissner-Mindlin plate equations. The trapezoidal rule is used for time-integration. The spatial collocation derivative operators are represen