• Title/Summary/Keyword: 하이드로코드

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Development of 3-Dim FEM Multi-Material Hydrocode (3차원 FEM 다중물질 하이드로코드 개발 현황)

  • Lee, Min-Hyung
    • Journal of the Korea Institute of Military Science and Technology
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    • v.11 no.5
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    • pp.116-123
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    • 2008
  • Hydrocodes are large computer programs that can be used to solve a wide variety of highly transient problems such as high-speed impact and explosion events. This paper describes the recent activity to develop a Multi-material hydrocode in Korea. The code consists of two stages; Lagrangian, and remap stages. Although a sophisticated contact algorithm has been developed for Lagrangian calculations, a relatively simple mechanics at the interfaces of materials are used in the multi-material Eulerian code. Volume of fluid interface reconstruction methods are used to resolve the interfaces between different materials. For the advection stage of the cell centered properties, one-dimensional hyperbolic equation is used. Test problems demonstrated here are the high-speed impact/penetration and explosion problems.

Numerical Study of Turbulent Flow in a Hydrocyclone (하이드로사이클론 내의 난류유동해석)

  • Ju, Jong-Il;Choi, Young-Seok;Lee, Yong-Kab;Kim, Tak-Hyun;Kim, sangyong
    • The KSFM Journal of Fluid Machinery
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    • v.6 no.2 s.19
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    • pp.34-40
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    • 2003
  • Numerical studies have been conducted to predict the solid-liquid separation efficiency of turbulent flow in a hydrocyclone using a commercial CFD code. To validate the CFD code, several preliminary numerical calculations are carried out to determine the influence of parameters such as grid systems, numerical schemes, and turbulence models. The numerical studies have been performed on the hydrocyclones with the different vortex finder geometries by changing the mass flow rate, and the results were compared with the experimental data. The results show that the CFD code can be used as a design tool to improve the performance of hydrocyclones.

Integration of 3-Dim SPH Scheme into the ExLO Code (극대변형 해석을 위한 SPH 수치기법 개발 및 ExLO 코드 연계)

  • Lee, Min-Hyung;Cho, Young-Jun
    • Journal of the Korea Institute of Military Science and Technology
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    • v.14 no.3
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    • pp.532-537
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    • 2011
  • This paper describes the development of SPH(Smooth Particle Hydrodynamics) scheme and integration into the multi-material shock physics code(ExLO) for the purpose of the application to the extreme large deformation problems. SPH numerical scheme has been extended into the fluid dynamics and the high-speed impact events, such as space structure protection against space debris and meteorite catering. Like other hydrocodes, SPH scheme also solves the conservation equations with the constitutive equation including equation of state. The benchmark problem, Taylor-Impact test, was simulated and the predictions show good agreements with both the published numerical data and experimental data. Currently, the contact treatment between materials is under development.

Nonlinear Explosion Analyses for Damage Assessments of Reinforced Concrete Structures (비선형 폭발해석에 의한 콘크리트 구조물의 손상도 평가)

  • Huh, Taik Nyung;Kim, Seong Yun
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.37 no.1
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    • pp.1-7
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    • 2017
  • In general, the large loads which are applied from explosion, impact, earthquake and wind at a short time caused the materials of structures to large deformations, rotations and strains locally. If such phenomena will be analyzed, hydrocodes which can be considered fluid-structure interaction under computational continuum mechanics are inevitably needed. Also, the explosion mechanism is so complicated, it is reasonable that the behaviors of structure are predicted through explosion analyses and experiment at the same time. But, unfortunately, it is true that explosion experiments are limited to huge cost, large experiment facilities and safety problems. Therefore, in this study, it is shown that the results of explosion analyses using the AUTODYN are agreed with those of existing explosion experiments for reinforced concrete slabs within reasonable error limits. And the explosion damage of the same reinforced concrete slab are assessed for quite different reinforcement arrangement spacings, concrete cover depths, and vertical reinforcements. From the explosion analyses, it is known that the more the ratio of slab thickness to reinforcement arrangement spacing is increased, and small-diameter reinforcements are used than large-diameter reinforcements on the same reinforcement ratio, and vertical reinforcements are used, the more the anti-knock capacities are improved.

Numerical Analysis of MDF for Aluminum Plate Cutting (MDF를 이용한 알루미늄 평판 절개 해석)

  • Lee, Juho
    • Journal of the Korean Society of Propulsion Engineers
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    • v.22 no.6
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    • pp.134-141
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    • 2018
  • In this paper, the possibility of using an MDF (Mild-detonating Fuse) as a linear separation device is studied. An MDF is a small diameter metal (lead) tube filled with explosives (RDX). Aluminum plate cutting experiments are carried out with different values of target plate thickness and explosives per unit length. Based on the experimental results, a numerical analysis method including the failure criteria is established. The mechanism and characteristics of using MDFs for aluminum plate cutting are identified; the possibility of using the current system as a linear separation device is verified. By utilizing a developed numerical method, the separation reliability for diverse structures and MDFs can be predicted in advance and the number of experiments required for development can be minimized.

An Evaluation of Blast Resistance of Partially Reinforced CFT Columns using Computational Analysis (전산해석을 이용한 부분 보강된 CFT 기둥의 폭발저항성능 평가)

  • Kim, Han-Soo;Wee, Hae-Hwan
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.28 no.5
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    • pp.503-510
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    • 2015
  • In this paper, the blast resisting performance of partially reinforced CFT columns was compared with the normal CFT columns to evaluate the effect of reinforcing with steel plates. Autodyn which is a specialized hydro-code for analysis of explosion and impact was used to simulate the structural behavior of the CFT columns under the blast loadings. The interaction between concrete and surrounding steel plates was modeled with friction and join option to represent the realistic damage of columns. According to the analysis, the partially reinforced CFT column showed enhanced blast resisting performance than the normal CFT columns. Also the improvement of blast resisting performance was depended on the height of reinforcing steel plates.

Modeling of Damage Caused to Injectors Used in Pulverized-Coal-Oxygen-Combustion Furnace (순산소와 미분탄 가스 연소에 의한 용융로 풍구 선단부 손상 모델링: 폭굉 압력파에 의한 영향)

  • Gwak, Min-Cheol;Kwon, Ki-Woong;Lee, Sang-Ho;Yoh, Jai-Ick
    • Transactions of the Korean Society of Mechanical Engineers B
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    • v.34 no.11
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    • pp.957-964
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    • 2010
  • The deflagration-to-detonation transition (DDT) causes a strong pressure wave that can adversely affect surrounding structures. The pressure generated by multiple detonative pulses is strong enough to cause metal surface erosion and chipping of the edges of bulk structures. In this study, we investigate the damage caused by the DDT phenomenon and perform hydrocode simulations to evaluate the structural damage caused to a metallic pulverized-coal injector used in a pulverized-coal-oxygen combustion furnace. The experimental conditions are selected in order to accurately model the damage caused to metal injectors that are exposed to multiple DDT pulses.

An Evaluation of Blast Resistance Performance of RC Columns According to the Shape of Cross Section (단면의 형상에 따른 철근콘크리트 기둥의 폭발저항 성능 평가)

  • Kim, Han-Soo;Park, Jae-Pyo
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.23 no.4
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    • pp.387-394
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    • 2010
  • The alternative load path method based on a column removal scenario has been commonly used to protect building structures from being progressively collapsed due to probable blast loading. However, this method yields highly conservative result when the columns still have substantial load resisting capacity after blast. In this study, the behavior of RC columns with rectangular and circular sections under the blast loading was investigated and the remaining capacity of the partially damaged columns was compared. AUTODYN which is a hydrocode for the analysis of the structure on the impact and blast loading was used for this study. The blast loading was verified with the experiment results. The analysis results showed that the circular columns are preferable to the rectangular ones in respect of the blast resistance performance.

Progressive Collapse Analysis of Reinforced Concrete Core Structure Subjected to Internal Blast Loading (내부 폭발하중을 받는 철근콘크리트 코어의 연쇄붕괴 해석)

  • Kim, Han-Soo;Ahn, Jae-Gyun;Ahn, Hyo-Seong
    • Journal of the Korea Concrete Institute
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    • v.26 no.6
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    • pp.715-722
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    • 2014
  • In this paper, internal blast effect of reinforced concrete core structure were investigated using Ansys Autodyn, which is a specialized hydrocode for the analysis of explosion and impact. It is expected that internal blast case can give additional damage to the structure because it causes rebound of blast loads. Therefore, in this paper, the hazard of internal blast effect is demonstrated using UFC 3-340-02 criteria. In addition, analysis result of Autodyn, experimental result regarding rebound of blast load, and example of UFC 340-02 are compared to verify that Autodyn can analyze internal blast effect properly. Furthermore, progressive collapse mechanism of core structure which is one of the most important parts in high rise buildings is also analyzed using Autodyn. When internal blasts are loaded to core structure, the core structure is mostly damaged on its corner and front part of core wall from explosives. Therefore, if the damaged parts of core wall are demolished, progressive collapse of the core structure can be initiated.