지광습 교수
Goangseup Zi
고려대학교 건축사회환경공학부 · 공학
연구실 소개
지광습 교수의 연구실은 유한요소법 기반의 고체역학 및 다중재료 구조물의 균열 거동을 분석하는 데 중점을 두고 있습니다. 특히, 메쉬에 구애받지 않는 균열 모델링 기법인 확장된 유한요소법(XFEM)을 활용해 균열의 비선형적 성장, 공극의 융합, 다중균열 간섭 등을 정밀하게 해석합니다. 동적 및 정적 균열 문제에 대한 수치 해석 기법을 개발하며, 특히 수렴성과 안정성을 확보한 알고리즘 설계에 초점을 맞추고 있습니다. 이는 구조물의 파손 메커니즘 예측 및 신뢰성 설계에 응용됩니다.
연구 현황
연구 성과 추이
표시된 성과는 수집된 데이터 기준으로 산출되며, 일부 차이가 있을 수 있습니다.
주요 논문
15Abstract An extended finite element method scheme for a static cohesive crack is developed with a new formulation for elements containing crack tips. This method can treat arbitrary cracks independent of the mesh and crack growth without remeshing. All cracked elements are enriched by the sign function so that no blending of the local partition of unity is required. This method is able to treat the entire crack with only one type of enrichment function, including the elements containing the crac
Abstract A method for modelling the growth of multiple cracks in linear elastic media is presented. Both homogeneous and inhomogeneous materials are considered. The method uses the extended finite element method for arbitrary discontinuities and does not require remeshing as the cracks grow; the method also treats the junction of cracks. The crack geometries are arbitrary with respect to the mesh and are described by vector level sets. The overall response of the structure is obtained until comp
Abstract We have developed a new crack tip element for the phantom‐node method. In this method, a crack tip can be placed inside an element. Therefore, cracks can propagate almost independent of the finite element mesh. We developed two different formulations for the three‐node triangular element and four‐node quadrilateral element, respectively. Although this method is well suited for the one‐point quadrature scheme, it can be used with other general quadrature schemes. We provide some numerica
A numerical model to analyse the growth and the coalescence of cracks in a quasibrittle cell containing multiple cracks is presented. The method is based on the extended finite element method in which discontinuous enrichment functions are added to the finite element approximation to take into account the presence of the cracks, so that it requires no remeshing. In order to describe the discontinuities only the tip enrichment and the step enrichment are used. The method does not require a specia
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