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- 저자 : 류용희(Yong-Hee Ryu) (검색결과 6 건)
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Numerical Evaluation of Fundamental Finite Element Models in Bar and Beam Structures
류용희,주부석,정우영,Ryu, Yong-Hee,Ju, Bu-Seog,Jung, Woo-Young,Limkatanyu, Suchart Korean Society for Advanced Composite Structures 2013 복합신소재학회논문집 Vol.4 No.1
The finite element analysis (FEA) is a numerical technique to find solutions of field problems. A field problem is approximated by differential equations or integral expressions. In a finite element, the field quantity is allowed to have a simple spatial variation in terms of linear or polynomial functions. This paper represents a review and an accuracy-study of the finite element method comparing the FEA results with the exact solution. The exact solutions were calculated by solid mechanics and FEA using matrix stiffness method. For this study, simple bar and cantilever models were considered to evaluate four types of basic elements - constant strain triangle (CST), linear strain triangle (LST), bi-linear-rectangle(Q4),and quadratic-rectangle(Q8). The bar model was subjected to uniaxial loading whereas in case of the cantilever model moment loading was used. In the uniaxial loading case, all basic element results of the displacement and stress in x-direction agreed well with the exact solutions. In the moment loading case, the displacement in y-direction using LST and Q8 elements were acceptable compared to the exact solution, but CST and Q4 elements had to be improved by the mesh refinement.
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류용희,황윤지,이윤한,김광석,이재훈,심희준,Ryu, Yong Hee,Hwang, Yun Ji,Lee, Yun Han,Kim, Kwang Seok,Lee, Jae Hun,Sim, Hee Jun 한국플랜트학회 2020 플랜트 저널 Vol.16 No.3
In the large LNG process in FLNG or FSRU, sudden temperature drops of the steel in the event of LNG leaks may cause brittle fracture of the structure. In this paper, we investigate the principle and process of forming a cryogenic fluid on a steel plate through a cryogenic spillage experiment, and analyze the correlation of the temperature distribution of the steel plate according to the distance from the nozzle and exposure time. Two types of cryogenic fluids were used: LN2 and LNG. The cyogenic liquid was released on the steel plate at 1.6L/min for LN2 and 1.5L/min for LNG. For the steel, DH was used and the temperature was measured at 10 points in total. The Leidenfrost effect was observed on the steel plate, and the temperature distribution of the steel was varied according the flow path and the heat of evaporation of the fluid. FLNG 혹은 FSRU와 같이 대량의 LNG를 처리하는 공정에서의 LNG 누출 사고 시, 강재의 급격한 온도변화는 구조물의 취성파괴를 야기시킬 가능성이 있다. 본 논문에서는 극저온 유출 실험을 통해 극저온 유체가 강판에 형성되는 원리 및 과정을 알아보고, 노즐로부터의 거리 및 노출시간에 따른 강판의 온도변화의 상관관계를 분석하고자 한다. 극저온 유체는 LN2(비점 -192℃) 및 LNG(비점 -162℃) 두 가지 종류를 사용하였으며, 유출량은 LN2의 경우 1.6L/min 및 LNG 1.5L/min로 강판의 상부에서 분사하였다. 강재는 DH계열 이용하였으며, 총 10 지점에서 온도를 측정하였다. 실험 결과 극저온 유출 초기 강재표면에서 Leidenfrost 효과가 관찰 되었으며, 극저온 유체가 흐르는 경로 및 유체의 증발열에 차이에 따라 강재의 온도분포가 다르게 나타나는 것을 발견하였다.
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Bar와 Beam 구조물의 기본적인 유한요소 모델의 수치해석
류용희 ( Yong Hee Ryu ),주부석 ( Bu Seog Ju ),정우영 ( Woo Young Jung ),( Suchart Limkatanyu ) 한국복합신소재구조학회 2013 복합신소재구조학회논문집 Vol.4 No.1
The finite element analysis (FEA) is a numerical technique to find solutions of field problems. A field problem is approximated by differential equations or integral expressions. In a finite element, the field quantity is allowed to have a simple spatial variation in terms of linear or polynomial functions. This paper represents a review and an accuracy-study of the finite element method comparing the FEA results with the exact solution. The exact solutions were calculated by solid mechanics and FEA using matrix stiffness method. For this study, simple bar and cantilever models were considered to evaluate four types of basic elements - constant strain triangle (CST), linear strain triangle (LST), bi-linear-rectangle(Q4),and quadratic-rectangle(Q8). The bar model was subjected to uniaxial loading whereas in case of the cantilever model moment loading was used. In the uniaxial loading case, all basic element results of the displacement and stress in x-direction agreed well with the exact solutions. In the moment loading case, the displacement in y-direction using LST and Q8 elements were acceptable compared to the exact solution, but CST and Q4 elements had to be improved by the mesh refinement.
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해양플랜트 Topside 방화벽에 폭발압의 부압구간이 미치는 영향
강기엽,최광호,류용희,최재웅,이제명,Kang, Ki-Yeob,Choi, Kwang-Ho,Ryu, Yong-Hee,Choi, Jae-Woong,Lee, Jae-Myung 한국전산구조공학회 2014 한국전산구조공학회논문집 Vol.27 No.4
As a gas explosion is the most fatal accident in shipbuilding and offshore plant industries, all safety critical elements on the topside of offshore platforms should retain their integrity against blast pressure. Even though many efforts have been devoted to develop blast-resistant design methods in the offshore engineering field, there still remain several issues needed to be carefully investigated. From a procedure for calculation of explosion design pressure, impulse of a design pressure model having completely positive side only is determined by the absolute area of each obtained transient pressure response through the CFD analysis. The negative pressure phase in a general gas explosion, however, is often quite considerable unlike gaseous detonation or TNT explosion. The main objective of this study is to thoroughly examine the effect of the negative pressure phase on structural behavior. A blast wall for specific FPSO topside is selected to analyze structural response under the blast pressure. Because the blast wall is considered an essential structure for blast-resistant design. Pressure time history data were obtained by explosion simulations using FLACS, and the nonlinear transient finite element analyses were performed using LS-DYNA. 가스폭발은 해양플랜트 산업에서 발생할 수 있는 치명적인 사고 중 하나이며, 탑사이드 플랫폼은 폭발압력에 따른 구조 건전성을 확보해야만 한다. 따라서, 해양플랜트 분야에서는 이러한 폭발사고에 대비한 방폭설계에 관한 많은 연구가 수행되었지만, 여전히 추가적으로 세밀한 분석이 더 필요한 실정이다. 폭발 설계하중 계산과정에서 도출된 충격량은 CFD 해석결과로 계측된 폭발 압력 응답에서의 곡선 아래 면적의 절대 값에 의해 결정되어 진다. 하지만 가스폭발에서의 부압구간은 TNT 폭발이나 가스폭발과는 달리 상당부분 존재한다. 본 연구의 목표는 이러한 부압구간이 구조물의 거동에 미치는 영향에 대해서 분석하는 것이다. 따라서 방폭설계가 필수적으로 요구되어지는 FPSO 탑사이드의 방화벽을 폭발하중에 따른 구조 응답을 분석하기 위한 대상물로 선정하였다. 폭발 하중-시간이력 데이터는 FLACS를 이용한 폭발 시뮬레이션 과정을 통해 획득하였으며, LS-DYNA는 비선형 과도 응답해석을 위해 사용되었다.
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