Structural Engineering and Mechanics
Volume 11, Number 3, 2001, pages 325-340
DOI: 10.12989/sem.2001.11.3.325
A direct modification method for strains due to non-conforming modes
Chang-Koon Choi, Keun-Young Chung and Tae-Yeol Lee(Korea)
Abstract
This paper addresses an efficient modification method that eliminates the undesirable effects of<br />strains due to various non-conforming modes so that the non-conforming element can pass the patch test<br />unconditionally. The scheme is incorporated in the element formulation to establish new types of non-conforming<br />hexahedral elements designated as NHx and NVHx for the regular element and variable node<br />element, respectively. Non-conforming displacement modes are selectively added to the ordinary<br />(conforming) element displacement assumptions to improve the bending behavior of the distorted solid<br />element. To verify the validation of proposed direct modification method and the improvement of element<br />behavior, several numerical tests are carried out. Test results show that the proposed method is effective<br />and its applications to non-conforming solid elements guarantee for the element to pass the patch test.
Key Words
direct modification method; non-conforming modes; effective modification method; solid elements.
Address
Chang-Koon Choi, Keun-Young Chung and Tae-Yeol Lee, Department of Civil Engineering, Korea Advanced Institute of Science and Technology, Taejon 305-701, Korea