An Improved Quadratic Finite Element with Modified Integration Order

수정된 적분차수를 이용한 평면유한요소의 개선

  • 김선훈 (영동대학교 건설공학부 토목공학과) ;
  • 김주일 (충남대학교 토목공학과) ;
  • 이창원 (충남대학교 토목공학과) ;
  • 신재철 (충남대학교 토목공학과)
  • Published : 2001.04.01

Abstract

In this paper the efficient finite element for stress analysis of plane stress/strain problems is proposed. This element is achieved by adding the bubble-mode function to 8-node element. The stiffness matrix of the element is calculated by using modified numerical integration order to avoid spurious zero energy mode. In order to demonstrate the performance of this element numerical tests for various verification problems are carried out. The results of numerical tests show accuracy and reliability of the element presented in this paper.

Keywords