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Enhanced integral form of the Newmark time stepping scheme for pseudodynamic testing

William Algaard (Department of Civil Engineering, University of Glasgow, Scotland, UK)
Alan Agar (Department of Civil Engineering, University of Glasgow, Scotland, UK)
Nenad Bicanic (Department of Civil Engineering, University of Glasgow, Scotland, UK)

Engineering Computations

ISSN: 0264-4401

Article publication date: 1 May 2001

510

Abstract

A novel integral form time‐integration algorithm for pseudodynamic testing is proposed, based on the Newmark implicit algorithm. The scheme builds on the recently proposed integral form of the Newmark explicit algorithm which exhibits improved abilities to handle rapidly varying loads and stiffness properties during pseudodynamic testing, but displays some numerical damping and conditional stability. The enhancement is based on the inclusion of an additional term in the displacement predictor, which not only renders the algorithm more consistent, but it eliminates numerical damping and makes the algorithm unconditionally stable.

Keywords

Citation

Algaard, W., Agar, A. and Bicanic, N. (2001), "Enhanced integral form of the Newmark time stepping scheme for pseudodynamic testing", Engineering Computations, Vol. 18 No. 3/4, pp. 676-689. https://doi.org/10.1108/02644400110387262

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MCB UP Ltd

Copyright © 2001, MCB UP Limited

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