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Two step Taylor Galerkin algorithm

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Two step Taylor Galerkin algorithm

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18 Jun 2007 (Updated )

The two step Taylor Galerkin algorithm applied to nonlinear structural dynamics

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Non-linear finite element analysis is an essential component of nowadays computational mechanics. Implicit Newmark√Ę??s family of algorithms with displacement formmulation is useful for stiffness dominated problems. Here a conservative explicit two step Taylor Galerkin algorithm formulated in terms of velocity is proposed for nonlinear impact dynamics with hyperelastic materials.

This work was accepted as MSc in Civil Engineering thesis at the University of Wales Swansea.

Required Products MATLAB Compiler
MATLAB release MATLAB 5.2 (R10)
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Comments and Ratings (3)
14 Jun 2008 alaa taha

good jop

26 Dec 2007 Roger Bevan  
22 Dec 2007 Bruno Costa  

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