• 한국지구물리탐사학회:학술대회논문집
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• 한국지구물리탐사학회 2009년도 학술대회 초록집
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• pp.75-80
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• 2009

유한요소법을 이용한 3차원 모델링은 모형에 대한 기하학적 유연성에도 불구하고 대형 연립방정식에 대한 계산이 필요하여 실용성에는 많은 제약이 있었다. 본 연구에서는 최근 컴퓨터와 수치해석기술을 바탕으로 직접해법과 반복해법을 선택적으로 사용한 효율적인 유한요소 3차원 모델링을 구현하였다. 직접해법인 PARDISO는 멀티코어 계산환경에서 병렬 연산을 이용하여 계산속도를 현저히 감소시킬 수 있었고 특히 단딜 주파수 다중 송신의 계산에서 최대의 계산효율을 보였다. 소규모 메모리 환경에서는 BiCGSTAB(1)이 다른 반복해법들에 비해 빠르고 안정적으로 수치해를 계산하였다. 효율적인 3차원 모델링은 주어진 문제와 상황에 적합한 해법을 선택적으로 사용함으로써 가능하다. 모델링에는 다양한 형태의 인공송신원이 고려되어 있으며 향후 3차원 역산의 효율적인 엔진으로 활용할 수 있다.

• Computers and Concrete
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• 제2권5호
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• pp.389-409
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• 2005

The Finite Element Analysis (FEA) is evidently a powerful tool for the analysis of structural concrete having nonlinearity and brittle failure properties. However, the result of FEA of structural concrete is sensitive to two modeling factors: the shear transfer coefficient (STC) for an open concrete crack and force convergence tolerance value (CONVTOL). Very limited work has been done to find the optimal FE Modeling (FEM) methodologies for structural concrete members strengthened with externally bonded FRP sheets. A total of 22 experimental deep beams with or without FRP flexure or/and shear strengthening systems are analyzed by nonlinear FEA using ANAYS program. For each experimental beams, an FE model with a total of 16 cases of modeling factor combinations are developed and analyzed to find the optimal FEM methodology. Two elements the SHELL63 and SOLID46 representing the material properties of FRP laminate are investigated and compared. The results of this research suggest that the optimal combination of modeling factor is STC of 0.25 and CONVTOL of 0.2. A SOLID 46 element representing the FRP strengthening system leads to better results than a SHELL 63 element does.

• Geomechanics and Engineering
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• 제17권3호
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• pp.287-294
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• 2019

The finite element method (FEM) is widely used to evaluate the seismic performance of pile-supported buildings. However, there are problems associated with modeling the pile end resistance using the FEM, such as the dependence on the mesh size. This paper proposes a new method of modeling around the pile tip to avoid the mesh size effect in two-dimensional (2D) analyses. Specifically, we consider the area of influence around the pile tip as an artificial constraint on the behavior of the soil. We explain the problems with existing methods of modeling the pile tip. We then conduct a three-dimensional (3D) analysis of a pile in various soil conditions to evaluate the area of influence of the soil around the pile tip. The analysis results show that the normalized area of influence extends approximately 2.5 times the diameter of the pile below the pile tip. Finally, we propose a new method for modeling pile foundations with artificial constraints on the nodal points within the area of influence. The proposed model is expected to be useful in the practical seismic design of pile-supported buildings via a 2D analysis.

• 한국건축시공학회지
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• 제14권3호
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• pp.216-222
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• 2014

단면수복 보수를 실시한 RC조 부재의 내하성능 회복을 예측 평가하기 위하여 FEM해석이 빈도 높게 사용되고 있으나 부착에 대한 정보가 부족하여 정확도 있는 예측이 힘든 실정이다. 수치해석의 입력데이터가 되는 철근과 폴리머 시멘트 모르타르의 부착특성을 평가하기 위하여 폴리머 시멘트 모르타르를 이용한 일련의 인발실험을 실시하였다. 동시에 범용성있는 해석결과 활용을 위하여 부착특성을 부착강성과 부착강도로 정의하고 비선형 FEM 감도 역해석을 실시하였다. 결과를 요약하면 보수재료의 화학적 부착보다 물리적 부착이 지배적이며 폴리머 분말수지의 함유에 의해 다소 부착계면의 성능이 저하하는 것을 알 수 있었다. 부착계면의 물성은 강성과 강도로 구분하여 모델화하는 것이 합리적인 것으로 사료된다.

• Structural Engineering and Mechanics
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• 제67권4호
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• pp.317-326
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• 2018

The iterative decomposition coupling formulation of the precise integration finite element method (FEM) and the time domain boundary element method (TD-BEM) is presented for elstodynamic problems. In the formulation, the FEM node and the BEM node are not required to be coincident on the common interface between FEM and BEM sub-domains, therefore, the FEM and BEM are independently discretized. The force and displacement converting matrices are used to transfer data between FEM and BEM nodes on the common interface between the FEM and BEM sub-domains, to renew the nodal variables in the process of the iterations for the un-coincident FEM node and BEM node. The iterative coupling formulation for elastodynamics in current paper is of high modeling accuracy, due to the semi-analytical solution incorporated in the precise integration finite element method. The decomposition coupling formulation for elastodynamics is verified by examples of a cantilever bar under a Heaviside-type force and a harmonic load.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 1998년도 춘계학술대회논문집; 용평리조트 타워콘도, 21-22 May 1998
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• pp.353-358
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• 1998

In general, we have used the finite element method(FEM) to find natural frequencies of plates. In this method, however, it is necessary to use a large amount of computer memory and computation time because the FEM requires many degrees of freedom for finding natural frequencies of plates correctly. Therefore it was very difficult to analyze the free vibration of plates correctly on personal computer. For overcoming this disadvantage of the FEM, the authors have developed the finite element-transfer stiffness coefficient method(FE-TSCM) which is based on the concept of modeling techniques in the FEM and the transfer of the stiffness coefficient in the transfer stiffness coefficient method. In this paper, we formulate free vibration analysis algorithm of rectangular plates using the FE-TSCM. Some numerical examples of rectangular plates are proposed, and their results and computation times obtained by the FE-TSCM are compared with those by the FEM and the finite element-transfer matrix method in order to demonstrate the accuracy and efficiency of the FE-TSCM.

• Ocean Systems Engineering
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• 제5권3호
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• pp.221-243
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• 2015

This paper compares simplified and finite element method (FEM) models for tower and blade in dynamic coupled analysis of floating wind turbine. A SPAR type wind turbine with catenary mooring lines is considered in numerical analysis. Floating body equation is derived using boundary element method (BEM) and convolution. Equations for mooring line, tower and blade are formulated with theories of catenary, elastic beam and aerodynamic rotating beam, respectively and FEM is applied in the formulation. By combining the equations, coupled solutions are calculated. Tower or blade may be assumed rigid or lumped body for simplicity in modeling. By comparing floating body motions, mooring line tensions and tower stresses with the simple model and original FEM model, the effect of including or neglecting elastic, rotating and aerodynamic behavior of tower and blade is discussed.

• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 2012년도 춘계학술대회 논문집
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• pp.415-416
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• 2012

• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 2012년도 추계학술대회 논문집
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• pp.501-502
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• 2012

• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 2010년도 춘계학술대회 논문집
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• pp.723-724
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• 2010