• Journal of applied mathematics & informatics
• /
• 제16권1_2호
• /
• pp.165-181
• /
• 2004

Based on Landau-type transformation, a Stefan problem with non-linear free boundary condition is transformed into a system consisting of parabolic equation and the ordinary differential equations. Semidiscrete approximations are constructed. Optimal orders of convergence of semidiscrete approximation in $L_2$, $H^1$ and $H^2$ normed spaces are derived.

• Journal of applied mathematics & informatics
• /
• 제11권1_2호
• /
• pp.185-199
• /
• 2003

In this paper, we apply finite element Galerkin method to a single-phase quasi-linear Stefan problem with a forcing term. We consider the existence and uniqueness of a semidiscrete approximation and optimal error estimates in $L_2$, $L_{\infty}$, $H_1$ and $H_2$ norms for semidiscrete Galerkin approximations we derived.

• 한국수자원학회논문집
• /
• 제34권2호
• /
• pp.107-118
• /
• 2001

본 연구에서는 2차원 동수역학적 수치해석모형을 개발하고, 한강하류부에 적용하였다. 과학적인 천수흐름 거동해석을 위해서 GIS에 기초한 등수역학모형을 구성하였으며, 개발된 모형의 검증을 위해서 모의수행에 의한 결과 값과 현장관측값과의 비교를 수행하였다. 본 연구에서 제시된 수치해석 모형은 Petrol-Galerkin 유한요소법이다. 또한 GIS를 이용한 하천흐름해석기법을 관측 하였으며, 이는 다양한 해석을 통해 직접적으로 사용자의 결정에 도움을 주게 된다. 본 연구의 결과는 다양한 하천, 저수지 그리고 하구의 해석에 관한 지침이 될 수 있을 것으로 사료된다.

• 한국전산유체공학회:학술대회논문집
• /
• 한국전산유체공학회 2008년도 학술대회
• /
• pp.57-70
• /
• 2008

A high-order accurate Euler flow solver based on a discontinuous Galerkin finite-element method has been developed for the numerical simulations of blade-vortex interaction phenomena on unstructured meshes. A free vortex in freestream was investigated to assess the vortex-preserving property and the accuracy of the present flow solver. Blade-vortex interaction problems in subsonic and transonic freestreams were simulated by adopting a multi-level solution-adaptive dynamic mesh refinement/coarsening technique. The results were compared with those of other numerical and experimental methods. It was shown that the present discontinuous Galerkin flow solver can preserve the vortex structure for significantly longer vortex convection time and can accurately capture the complex unsteady blade-vortex interaction flows, including generation and propagation of acoustic waves.

• 한국전산유체공학회:학술대회논문집
• /
• 한국전산유체공학회 2008년 추계학술대회논문집
• /
• pp.57-70
• /
• 2008

A high-order accurate Euler flow solver based on a discontinuous Galerkin finite-element method has been developed for the numerical simulations of blade-vortex interaction phenomena on unstructured meshes. A free vortex in freestream was investigated to assess the vortex-preserving property and the accuracy of the present flow solver. Blade-vortex interaction problems in subsonic and transonic freestreams were simulated by adopting a multi-level solution-adaptive dynamic mesh refinement/coarsening technique. The results were compared with those of other numerical and experimental methods. It was shown that the present discontinuous Galerkin flow solver can preserve the vortex structure for significantly longer vortex convection time and can accurately capture the complex unsteady blade-vortex interaction flows, including generation and propagation of acoustic waves.

• Journal of the Korean Society for Industrial and Applied Mathematics
• /
• 제13권3호
• /
• pp.169-180
• /
• 2009

A discontinuous Galerkin method with interior penalty terms is presented for linear Sobolev equation. On appropriate finite element spaces, we apply a symmetric interior penalty Galerkin method to formulate semidiscrete approximate solutions. To deal with a damping term $\nabla{\cdot}({\nabla}u_t)$ included in Sobolev equations, which is the distinct character compared to parabolic differential equations, we choose special test functions. A priori error estimate for the semidiscrete time scheme is analyzed and an optimal $L^\infty(L^2)$ error estimation is derived.

• 한국전산구조공학회:학술대회논문집
• /
• 한국전산구조공학회 2004년도 봄 학술발표회 논문집
• /
• pp.341-348
• /
• 2004

This paper presents a modeling technique of cracks by combined extended and superposed finite element method (XSFEM) which is a combination of the extended finite element method (XFEM) and the mesh superposition method (sversion FEM). In the proposed method, the near-tip field is modeled by a superimposed patch consisting of quarter point elements and the rest of the discontinuity is treated by the XFEM. The actual crack opening in this method is measured by the sum of the crack openings of XFEM and SFEM in transition region. This method retains the strong point of the XFEM so it can avoid remeshing in crack evolution and trace the crack growth by translation or rotation of the overlaid mesh and the update of the nodes to be enriched by step functions. Moreover, the quadrature of the Galerkin weak form becomes simpler. Numerical experiments are provided to demonstrate the effectiveness and robustness of the proposed method.

• Journal of applied mathematics & informatics
• /
• 제29권1_2호
• /
• pp.311-326
• /
• 2011

In this paper, we adopt discontinuous Galerkin methods with penalty terms namely symmetric interior penalty Galerkin methods, to solve nonlinear viscoelasticity type equations. We construct finite element spaces and define an appropriate projection of u and prove its optimal convergence. We construct extrapolated fully discrete discontinuous Galerkin approximations for the viscoelasticity type equation and prove ${\ell}^{\infty}(L^2)$ optimal error estimates in both spatial direction and temporal direction.

• Computers and Concrete
• /
• 제18권6호
• /
• pp.1097-1112
• /
• 2016

Fire loading causes a critical collapse of RC (Reinforced Concrete) Structures since the embedded steels inside are relative week against high elevated temperature. Several numerical frameworks for fire resistance have been proposed, however they have limitations such as unstable convergence and long calculation period. In the work, 2-D nonlinear FE technique is proposed using Galerkin method for RC structures under fire loading. Closed-form element stiffness with a triangular element is adopted and verified with fire test on three RC slabs with different fire loading conditions. Several simulations are also performed considering fire loading conditions, water contents, and cover depth. The proposed numerical technique can handle time-dependent fire loading, convection, radiation, and material properties. The proposed technique can be improved through early-aged concrete behavior like moisture transport which varies with external temperature.

• 대한토목학회논문집
• /
• 제34권5호
• /
• pp.1383-1393
• /
• 2014

최근, 급속한 컴퓨터 하드웨어의 성능 향상과 전산유체역학 분야의 이론적 발전으로, 고차 정확도의 수치기법들이 계산수리학 분야에 적용되어 왔다. 본 연구에서는 1차원 천수방정식에 대한 수치 해법으로 TVD Runge-Kutta 불연속 갤러킨(RKDG) 유한요소법을 적용하였다. 대표적인 천이류(transcritical flow)의 예로 순간적인 댐 붕괴에 의한 댐 붕괴류(dam-break flow) 흐름과 지형변화에 의한 천이류를 모의하였다. 리만(Riemann) 근사해법으로 로컬 Lax-Friedrichs (LLF), Roe, HLL 흐름률(flux) 기법을 사용하였고, 불필요한 진동을 제거하기 위하여, 기울기 제한자로서 MUSCL 제한자를 사용하였다. 개발된 모델은 1차원 댐 붕괴류와 천이류에 적용하였다. 수치해석 결과는 해석해, 수리실험 결과와 비교하였다.