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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
#Department of Civil Engineering, Indian Institute of Technology, Madras, India

doi:10.4203/ccp.43.11.5

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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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Front Page Browse CCP CSETS CTR IJRT Other Authors Search Purchase Guide FAQ Contact us	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 #Department of Civil Engineering, Indian Institute of Technology, Madras, India doi:10.4203/ccp.43.11.5 purchase the full-text of this paper Full Bibliographic Reference for this paper 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. purchase the full-text of this paper (price £20) go to the previous paper go to the next paper return to the table of contents return to the book description purchase this book (price £68 +P&P)
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