journal article·1992-05

Accuracy of four‐node standard finite element

F. Molenkamp, D. J. Kidger, I. M. Smith

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Abstract

Abstract In this note the accuracy of the elastic standard 4‐node plane‐strain finite element is investigated by comparing numerically calculated eigenvalues of the element stiffness matrix to those according to higher‐order algebraic approximations. From this study it may be concluded that the ‘hourglass’ eigenmodes are the only inaccurate ones. For selective reduced numerical integration the hourglass eigenvalues may be expected to be of the order of 1/2 to 2/3 of the analytical values.
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Research context

OpenAlex topics: Structural Load-Bearing Analysis · Structural Health Monitoring Techniques · Structural Behavior of Reinforced Concrete

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References (4)

Show source-provided references
1. Hughes T. J. R. · 1987
2. 10.1002/nme.162028031510.1002/nme.1620280315 ↗
3. D. J.Kidger ‘Visualisation of finite element eigenmodes and three dimensional plasticity ’ Ph.D. thesis University of Manchester Manchester 1990.
4. Smith I. M. · 1988