Structural Engineering and Mechanics
Volume 17, Number 6, 2004, pages 767-788
DOI: 10.12989/sem.2004.17.6.767
Mesh distortion sensitivity of 8-node plane elasticity elements based on parametric, metric, parametric-metric, and metric-parametric formulations
S. Rajendran, and S. Subramanian
Abstract
The classical 8-node isoparametric serendipity element uses parametric shape functions for both test and trial functions. Although this element performs well in general, it yields poor results under severe mesh distortions. The distortion sensitivity is caused by the lack of continuity and/or completeness of shape functions used for test and trial functions. A recent element using parametric and metric shape functions for constructing the test and trial functions exhibits distortion immunity. This paper discusses the choice of parametric or metric shape functions as the basis for test and/or trial functions, satisfaction of continuity and completeness requirements, and their connection to distortion sensitivity. Also, the performances of four types of elements, viz., parametric, metric, parametric-metric, and metric-parametric, are compared for distorted meshes, and their merits and demerits are discussed.
Key Words
eight-node plane element; parametric-metric element; unsymmetric finite element; mesh distortion; geometric distortion; higher order completeness.
Address
S. Rajendran; School of Mechanical and Production Engineering, Nanyang Technological University, Nanyang Avenue, Singapore 639798<br />S. Subramanian; Microwave Tube Research and Development Centre, Jalahalli, Bangalore 560013 India