Goangseup Zi
고려대학교 건축사회환경공학부 · 공학
Goangseup Zi 교수의 연구실은 고체의 다중 균열 성장과 공극, 균열의 융합을 정밀하게 모의할 수 있는 고도화된 확장 유한요소법(XFEM) 기반의 수치 해석 기법을 주요 연구 분야로 다룹니다. 특히 메esh에 종속되지 않는 균열 추적, 무재메시 변형 없이도 균열이 자라나는 과정을 정확히 해석할 수 있는 기술적 혁신을 이룩했으며, 균열 끝자국, 균열 접합부, 비선형 응력 분포까지 포괄적으로 고려합니다. 이는 구조물의 파손 메커니즘 분석 및 고체의 균열 거동 예측에 응용됩니다.
표시된 성과는 수집된 데이터 기준으로 산출되며, 일부 차이가 있을 수 있습니다.
Abstract 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