• Structural Engineering and Mechanics
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• 제53권3호
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• pp.589-605
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• 2015

The use of the rigid polyurethane foam (RPF) to strengthen buried structures against blast terror has great interests from engineering experts in structural retrofitting. The aim of this study is to use the RPF to strengthen the buried structures under blast load. The buried structure is considered to study the RPF as structural retrofitting. The Guowei model (Guowei et al. 2010) is considered as a case study. The finite element analysis (FEA) is also used to model the buried structure under shock wave. The buried structure performance is studied based on detonating different TNT explosive charges. There is a good agreement between the results obtained by both the Guowei model and the proposed numerical model. The RPF improves the buried structure performance under the blast wave propagation.

• Structural Engineering and Mechanics
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• 제60권5호
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• pp.851-873
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• 2016

Helidecks are vital structures that act as a last exit in an emergency. They transport people and goods to and from ships and offshore plants. When designing the structure of a helideck, it is necessary to comply with loading conditions and design parameters specified in existing professional design standards and regulations. In the present study, finite element analysis (FEA) was conducted with regard to a steel helideck mounted on the upper deck of a ship considering the emergency landing of the helicopter. The superstructure and substructure were designed, and the influence of various design parameters was analyzed on the basis of the FEA results.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2000년도 가을 학술발표회 논문집(II)
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• pp.945-950
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• 2000

Coastal concrete structure is harmed by physical and chemical action of sea water, impact load, meteorological effect and etc. especially, premature reinforcement corrosion in concrete exposed to sea water has an important problem. In this study, the behavior of chloride ions penetrated through the coastal concrete structure with ordinary portland cement or ground granulated blast furnace slag(GGBFS) was modeled. The physicochemical processes including the diffusion of chloride and the chemical reaction of chloride ion with calcium silicate hydrate and the other constituents of hardened cement paste such as$C_3A$ and $C_4AF$were analyzed by using the Finite Element Method. From analysis result, the corrosion of concrete structure with GGBFS begins 1.69~1.76 times later than that of concrete structure with ordinary portland cement.

• 한국정밀공학회지
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• 제21권5호
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• pp.149-157
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• 2004

Residual stresses can have a significant influence on the fatigue lives of structural engineering components. For the accurate assessment of fatigue lifetimes a detailed knowledge of the residual stress profile is required. Significant advances have been made in recent years fur obtaining accurate and reliable determinations of residual stress distributions. These include both experimental and numerical methods. The purpose of this study is to simulate peening process with the help of the finite element method in order to predict the magnitude and distribution of the residual stresses in accordance with the parameters, which are, e.g. shot velocity, shot diameter, shot impact angle, shot shape, distance between two impinging shots, and material parameters.

• 한국해양공학회지
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• 제31권3호
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• pp.219-226
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• 2017

In this study, the impact characteristics of subsea pipelines that were installed in various soil types and burial depths were evaluated by a numerical method. An impact scenario replicated a dropped ship anchor that fell vertically and impacted an installed subsea pipeline. In order to calculate the impact force through terminal velocity, FLUENT, a computational fluid dynamic program and MDM (Moving Deforming Mesh) technique were applied. Next, a dynamic finite element program, ANSYS Explicit Dynamics, was used for impact analysis between the anchor and pipeline (or, subsea if they were buried). Three soil types were considered: loose sand, dense sand and soft clay by applying the Mohr-coulomb model to the seabed. The buried depth was assumed to be 0 m, 1 m and 2 m. In conclusion, a subsea pipeline was the most stable when buried in dense sand at a depth of 2 m to prevent impact damage.

• 한국복합재료학회:학술대회논문집
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• 한국복합재료학회 2002년도 춘계학술발표대회 논문집
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• pp.89-92
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• 2002

Traditionally unidirectional laminated composite which are characterized by high specific stiffness and strength were used for structural application. But theses composites are highly susceptible to impact damage because of lower transverse tensile strength. The main failure modes of laminated composite are fiber breakage, matrix cracking and delamination for low velocity impact. The modified failure criterions are implemented to predict these failure modes with finite element analysis. Failure behavior of the woven fabric laminated composite which is used in forehead part of subway to lighten weigh has been studied. The new failure criterions are in good agreement with experimental results and can predict the failure behavior of the woven fabric composite plate subjected to low velocity impact more accurately.

• 한국복합재료학회:학술대회논문집
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• 한국복합재료학회 2000년도 추계학술발표대회 논문집
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• pp.98-101
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• 2000

Recently, composite material which has much excellent mechanical characteristics has been applied in many industries. However, it has a brittle characteristic under impact condition and its invisible characteristics of the damaged area has been the motivation of many engineers investigation. The modified failure criterion is implemented to predict the failure behavior of the composite plate subjected to low velocity impact using commercial finite element analysis code, ABAQUS-Ver. 5.8. The new criterion is in good agreement with experimental results and can predict the failure behavior of the composite plate subjected to low velocity impact more accurately.

• 대한기계학회논문집A
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• 제37권2호
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• pp.187-192
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• 2013

피라미드형 금속 내부구조체를 가진 얇은 금속 샌드위치 판재는 외판들과 내부구조체를 연속적 프로젝션 용접하여 제작한다. 이 용접공정에서 발생하는 용접압력 때문에 내부구조체의 변형에 의한 내부구조체의 결함이 발생한다. 내부구조체의 결함은 저속 충격하중이 부가된 얇은 금속 샌드위치 판재의 응답에 영향을 미친다. 이 논문에서는 피라미드형 금속 내부구조체를 가진 얇은 금속 샌드위치 판재의 지배적인 결함 모드를 도출하고자 한다. 3 차원 유한요소해석을 통하여 여러가지 결함모드에 대한 얇은 금속 샌드위치 판재의 충격 응답 변화를 고찰하였다. 또한 유한요소해석 결과와 낙하 충격시험 결과를 비교/분석 하였다. 이 결과로부터 피라미드형 금속 내부구조체를 가진 얇은 금속 샌드위치 판재의 지배적인 결함모드를 4 개 지주들에 대칭 결함이 적용된 전방형 대칭 결함모드로 선정하였다.

• 한국음향학회지
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• 제36권4호
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• pp.247-253
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• 2017

일반적으로 내화물의 진동특성은 등방성 재료로 가정한 후 확인한다. 하지만 실제로 내화물은 특정 방향으로 가압 성형하여 제조되기 때문에 이방성 재료특성을 보인다. 따라서 본 연구에서는 내화물을 정방정계 대칭성으로 가정하고, 유한요소프로그램을 이용해 너비, 길이, 높이 방향에 대한 주파수 응답을 얻었다. 해석결과의 타당성은 실제 측정결과의 비교를 통해 검증하였다. 주파수 응답을 기반으로, 충격방향기법을 이용하여 내화벽돌의 세 방향의 두께를 추정하였다. 실험을 통해 찾은 두께와 실제 두께와의 최대 오차율은 5 % 미만으로 확인되었다. 이를 통해 내화물과 같은 이방성 재료 두께 측정 시 충격반향기법의 효용성을 확인하였다.

• 항공우주시스템공학회지
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• 제17권5호
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• pp.19-27
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• 2023

본 연구에서는 유한요소해석을 이용하여 터빈 케이스의 컨테인먼트 성능 평가를 수행하였다. 충격 하중을 받는 구조물의 경우 변형률 속도가 증가함에 따라 유동 응력이 증가하기 때문에 충격 거동을 해석하기 위해서는 변형률 속도가 필수적으로 고려되어야 한다. 본 연구에서는 3가지 재료 모델(Cowper-Symonds, Johnson-Cook, Modified Johnson-Cook)을 충격 해석에 적용하고자 하였다. 해석에 적용된 재료 모델을 검증하기 위해서 알루미늄 6061 평판에 대한 충격 시험을 진행하였다. 실험과 해석 결과를 비교, 분석한 결과 Modified Johnson-Cook 모델이 가장 적은 오차를 보였다. 끝으로 해당 재료 모델을 터빈 케이스의 컨테인먼트 성능 평가에 적용하여 블레이드의 초기 속도에 따른 관통 여부와 충돌 부위에서 발생한 응력과 변형률을 제시하였다.