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서지반출
The use of discontinuous first and second-order mixed boundary elements for 2D elastostatics
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  • The use of discontinuous first and second-order mixed boundary elements for 2D elastostatics
  • The use of discontinuous first and second-order mixed boundary elements for 2D elastostatics
저자명
Severcan. M.H.,Tanrikulu. A.K.,Tanrikulu. A.H.,Deneme. I.O.
간행물명
Structural engineering and mechanics : An international journal
권/호정보
2010년|34권 6호|pp.703-718 (16 pages)
발행정보
테크노프레스
파일정보
정기간행물|ENG|
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이 논문은 한국과학기술정보연구원과 논문 연계를 통해 무료로 제공되는 원문입니다.
서지반출

기타언어초록

In classical higher-order discontinuous boundary element formulation for two-dimensional elastostatics, interpolation functions for different boundary variables (i.e., boundary displacements and tractions) are assumed to be the same. However, there is a derivational relationship between these variables. This paper presents a boundary element formulation, called Mixed Boundary Element Formulation, for two dimensional elastostatic problems in which above mentioned relationship is taking into account. The formulations are performed by using discontinuous first and second-order mixed boundary elements. Based on the formulations presented in this study, two computer softwares are developed and verified through some example problems. The results show that the present formulation is credible.