• Structural Engineering and Mechanics
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• 제22권2호
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• pp.197-222
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• 2006

In this paper, the non-linear time-dependent closed-form, discrete and combined solutions for the post-elastic response of a geometrically and physically non-linear suspended cable to a uniformly distributed load considering the creep effects, are presented. The time-dependent closed-form method for the particularly straightforward determination of a vertical uniformly distributed load applied over the entire span of a cable and the accompanying deflection at time t corresponding to the elastic limit and/or to the elastic region, post-elastic and failure range of a suspended cable is described. The actual stress-strain properties of steel cables as well as creep of cables and their rheological characteristics are considered. In this solution, applying the Irvine's theory, the direct use of experimental data, such as the actual stress-strain and strain-time properties of high-strength steel cables, is implemented. The results obtained by the closed-form solution, i.e., a load corresponding to the elastic limit, post-elastic and failure range at time t, enable the direct use in the discrete non-linear time-dependent post-elastic analysis of a suspended cable. This initial value of load is necessary for the non-linear time-dependent elastic and post-elastic discrete analysis, concerning incremental and iterative solution strategies with tangent modulus concept. At each time step, the suspended cable is analyzed under the applied load and imposed deformations originated due to creep. This combined time-dependent approach, based on the closed-form solution and on the FEM, allows a prediction of the required load that occurs in the post-elastic region. The application of the described methods and derived equations is illustrated by numerical examples.

• 한국기계기술학회지
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• 제20권6호
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• pp.844-851
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• 2018

In this study, the regression equation was suggested to predict of the shot ball velocity according to blade shapes based on discrete element (DE) analysis. First, the flat type blade DE model was used in the analysis, the validity of the DE model was verified by giving that the velocity of the shot ball almost equal to the theoretical one. Next, the DE analyses for curved and combined blade models was accomplished, and their analytical velocities of shot ball were compared with the theoretical one. The velocity of combined blade model was greatest. From this, the regression equation for velocity of shot ball according to the blade shape based on the DE analysis was derived. Additionally, the wind speed measurement experiment was carried out, and the experimental result and analytical one were the same. Ultimately, it was confirmed that the prediction method of the velocity of shot ball based on DE analysis was effective.

• 대한기계학회논문집
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• 제15권1호
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• pp.341-348
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• 1991

본 연구에서는 S$_{4}$ 구분종좌법으로 사각형매질내 복사와 전도가 연계된 열전달문제를 수치해석하여, 유한요소법 및 적분함수를 사용하여 구한 해와 정확도를 비교하였으며 산란매질에 대하여도 계산을 수행하여 그결과를 예측하였다.복사열전 달이 전도열전달에 어떠한 영향을 주는가를 좀더 명확히 알아보기 위하여 열선(heatl- ine)을 정의하여 이의 분포도 도시하였다.

• Ocean Systems Engineering
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• 제14권2호
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• pp.115-139
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• 2024

In this study, numerical study of a long, straight, side-anchored floating bridge with discrete pontoons subjected to combined earthquakes and waves is conducted. Ground motions with magnitude corresponding to 200 YRP (years return period) earthquake in South Korea are generated based on the spectral matching method from a past earthquake record in California. Several sensitivity studies are carried out for bridge end condition, for different site classes (hard rock S1 and soft and deep soil S5), and for three different excitations (earthquake only, wave only, and earthquake-wave combined). Bridge and pontoon motions, bending moments along the bridge, and mooring tensions are systematically examined through coupled time-domain simulations by commercial program OrcaFlex. The numerical results show that the impact of earthquakes on floating bridges is still of importance especially for soft soil although ground motions are less directly applied to the structure than fixed bridges.

• 한국시뮬레이션학회논문지
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• 제19권2호
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• pp.17-28
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• 2010

음향 탐지나 항적 탐지 등을 이용하여 표적을 추적하는 유도 어뢰는 개념 설계 단계에서부터 군 요구를 분석하고 군요구에 따른 어뢰의 개략 설계 사양 도출을 필요로 한다. 이를 위해 이산 사건/이산 시간 혼합형 시뮬레이션 모델 구조를 적용하여 어뢰가 목적하고 있는 탐지 임무의 정량적인 달성 정도를 나타내는 탐지 효과도를 분석하였다. 어뢰의 탐지효과도 분석을 위해 초기 개념 설계 단계에서 주어지는 어뢰의 개략적인 설계 변수를 바탕으로 어뢰와 표적의 수학 모델을 설정하였으며, 이와 함께 이산 사건/이산 시간 혼합형 시뮬레이션 모델 구조를 적용하여 아 잠수함 모델, 어뢰 모델, 표적 모델을 구성하였다. 특히 어뢰 모델에는 유도 어뢰의 특성을 고려하여 탐색 운동 방법, 음향 탐지 방법 등을 적용하였으며. 각 모델을 구성하는 설계 변수에는 오차 모형을 반영하였다. 이를 바탕으로 어뢰가 표적을 탐지하는 과정에 대해 반복 시뮬레이션을 수행하여 설계 변수 변화에 따른 어뢰의 탐지 효과도를 분석하였다.

• 화약ㆍ발파
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• 제42권3호
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• pp.9-22
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• 2024

1980년대 급격한 도시화와 경제성장으로 인해 건설된 철근 콘크리트 구조물들이 노후화됨에 따라 해체 수요가 증가하고 있다. 특히 산업구조물과 같은 대규모 건축물에서는 기계식 해체공법과 발파 해체공법이 혼합된 방식이 활용되고 있다. 해체 수요의 증가에 따라 안전사고도 증가하고 있으며, 구조물 해체 시 안전성 확보가 필요한 실정이다. 본 연구에서는 드론과 LiDAR를 이용하여 실제 구조 정보를 획득하고, 이를 바탕으로 해석 모델을 구축하였다. 해석기법은 유한요소해석법(Finite Element Method, FEM)과 이산요소해석법(Discrete Element Method, DEM)을 결합한 Combined Finite-Discrete Element Method(FDEM) 해석기법을 사용하여, 해체 단계별 동적 구조 해석을 수행하였다. 이 결과를 ELS 상용 소프트웨어와 비교⋅분석하여 적용 가능성을 검토하였다.

• Coupled systems mechanics
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• 제10권1호
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• pp.1-19
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• 2021

Composite nature of the masonry structures in general causes complex and non-linear behaviour, especially in intense vibration conditions. The presence of different types and forms of structural elements and different materials is a major problem for the analysis of these type of structures. For this reason, the analysis of the behaviour of masonry structures requires a combination of experimental tests and non-linear mathematical modelling. The famous UNESCO Heritage Old Bridge in Mostar was selected as an example for the analysis of the global behaviour of reinforced stone arch masonry bridges. As part of the experimental research, a model of the Old Bridge was constructed in a scale of 1:9 and tested on a shaking table platform for different levels of seismic excitation. Non-linear mathematical modelling was performed using a combined finite-discrete element method (FDEM), including the effect of connection elements. The paper presents the horizontal displacement of the top of the arch and the failure mechanism of the Old Bridge model for the experimental and the numerical phase, as well as the comparison of the results. This research provided a clearer insight into the global behaviour of stone arch masonry structures reinforced with steel clamps and steel dowels, which is significant for the structures classified as world cultural heritage.

• 한국안전학회지
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• 제12권1호
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• pp.77-93
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• 1997

The natural convection and combined heat transfer induced by fire in a rectangular enclosure is numerically studied. The model for this numerical analysis is partially opened, it is divided by a vertical baffle projecting from ceiling. The solution procedure Includes the standard k- $\varepsilon$ model for turbulent flow and the discrete ordinates method (DOM ) is used for the calculation of radiative heat transfer equation. In this study, numerical simulation on the combined naturnal convection and radiation is carried out in a partial enclosure filled with absorbed-emitted gray media, but is not considered scattering problem. The velocity vectors, streamlines, and isothermal lines are compared the results of pure convection with those of the combined convection-radiation, the combined heat transfer. Comparing the results of pure convection with those of the combined convection-radiation, the combined heat transfer analysis shows the stronger circulation than those of the pure convection. Three different locations of heat source are considered to observe the effect of heat source location on the heat transfer phenomena. As the results, the circulation and the heat transfer In the left region from heating block are much more influenced than those in the right region. It is also founded that the radiation effect cannot be neglected in analyzing the building in fire.

• 대한기계학회논문집A
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• 제25권11호
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• pp.1802-1812
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• 2001

The theoretical method is developed to investigate the effects of ring stiffeners on free vibration characteristics and transient response for the ring stiffened composite cylindrical shells subjected to the impulse pressure Loading. In the theoretical procedure, the Love's thin shell theory combined with the discrete stiffener theory to consider the ring stiffening effect is adopted to formulate the theoretical model. The concentric or eccentric ring stiffeners are laminated with composite and have the uniform rectangular cross section. The modal analysis technique is used to develop the analytical solutions of the transient problem. The analysis is based on an expansion of the loads, displacements in the double Fourier series that satisfy the boundary conditions. The effect of stiffener's eccentricity, number, size, and position on transient response of the shells is examined. The results are verified by comparison with FEM results.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2001년도 춘계학술대회논문집A
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• pp.883-888
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• 2001

The theoretical method is developed to investigate the effects of ring stiffeners on free vibration characteristics and transient response for the ring stiffened composite cylindrical shells subjected to the impulse pressure loading. In the theoretical procedure, the Love's thin shell theory combined with the discrete stiffener theory to consider the ring stiffening effect is adopted to formulate the theoretical model. The concentric or eccentric ring stiffeners are laminated with composite and have the uniform rectangular cross section. The modal analysis technique is used to develop the analytical solutions of the transient problem. The analysis is based on an expansion of the loads, displacements in the double Fourier series that satisfy the boundary conditions. The effect of stiffener's eccentricity, number, size, and position on transient response of the shells is examined. The theoretical results are verified by comparison with FEM results.