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Civil-Comp Proceedings
ISSN 1759-3433 CCP: 43
ADVANCES IN COMPUTATIONAL TECHNIQUES FOR STRUCTURAL ENGINEERING Edited by: B.H.V. Topping
Paper XI.5
Finite Element Modelling of Static, Transient - Dynamic, Elastic, Inelastic Analysis K. Natarajan*, N. Rajagopalan#, A. Rajaraman* and R. Radhakrishnan#
*Structural Engineering Research Centre, Madras, India
K. Natarajan, N. Rajagopalan, A. Rajaraman, R. Radhakrishnan, "Finite Element Modelling of Static, Transient - Dynamic, Elastic, Inelastic Analysis", in B.H.V. Topping, (Editor), "Advances in Computational Techniques for Structural Engineering", Civil-Comp Press, Edinburgh, UK, pp 247-251, 1996. doi:10.4203/ccp.43.11.5
Abstract
The effect of order of Element in Finite Element Analysis under
transient dynamic behaviour has been studied here. The
variation of behaviour parameters such as deflection, bending
stress, shear stress, diagonal stress, angle of major principle
stress and stiffness are related with the number of nodes per
element. Influence of order of finite element under transient
dynamic analysis between elastic and inelastic condition are
compared. Interaction between the variables of strain
displacement relation are presented in terms of deflection,
stiffness and energy at both elastic and inelastic stages of
behaviour.
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