• Title/Summary/Keyword: 폭발 해석

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Risk Analysis of Structures Subjected to Blast Loads Using 3D Information Models (3차원 모델을 이용한 폭파하중에 대한 구조물 위험평가 해석)

  • Shim, Chang-Su;Yun, Nu-Ri;Song, Hyun-Hye
    • Proceedings of the Computational Structural Engineering Institute Conference
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    • 2010.04a
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    • pp.272-275
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    • 2010
  • 폭파하중에 대한 구조물 위험평가 해석을 위해 3차원 모델링 기법 중 하나인 변수모델링과 이를 활용한 3차원 유한요소해석 모델을 구축하여 외연적 유한요소해석을 수행하였다. 폭파하중은 ConWep을 이용하였고, 폭파압력 저감을 위해 알루미늄 폼의 밀도와 두께, 그리고 덮개 여부를 해석 변수로 설정하였다. 해석 결과, 알루미늄 폼의 밀도가 낮고 두께가 두꺼울수록 항복강도 수준으로 제어할 수 있었고, 폭발압력을 분산시키기 위해 사용한 강재 덮개는 두께에 대한 그 영향이 뚜렷이 나타났다. 적절한 설계변수 설정을 통해 폭파하중에 대한 구조물의 위험을 줄일 수 있을 것으로 예상된다.

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A Calibration Method of the CSC Model for Considering Material Properties of Ultra-high Performance Concrete (초고성능 강섬유 보강 콘크리트 물성 반영을 위한 소성 기반 콘크리트 CSC 모델 보정기법)

  • Gang-Kyu, Park;MinJoo, Lee;Sung-Wook, Kim;Hyun-Seop, Shin;Jae Heum, Moon
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.10 no.4
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    • pp.402-410
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    • 2022
  • The present study introduces a calibration method of the CSC model implemented in the LS-DYNA program for considering the material properties of ultra-high performance concrete(UHPC). Based on previous experimental studies, various parameters, which constitute three shear failure surfaces, pressure-volumetric strain curve, fracture energy, dynamic increase factor(DIF), and so on, are modified. Then, the proposed calibration method is verified by comparing the numerical result with the experimental data through the single element analysis. In addition, based on the established finite element models, the applicability of the calibrated CSC model is examined for UHPC structures subjected to impact and blast loadings.

Numerical Study on Columns Subjected to Blast Load Considering Compressive Behavior of Steel Fiber Reinforced Concrete (강섬유보강콘크리트의 압축거동 특성을 반영한 기둥의 내폭해석 )

  • Jae-Min Kim;Sang-Hoon Lee;Jae Hyun Kim;Kang Su Kim
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.27 no.5
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    • pp.105-112
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    • 2023
  • Steel fiber reinforced concrete (SFRC) exhibits enhanced strength and superior energy dissipation capacity compared to normal concrete, and it can also reduce crack propagation and fragmentation of concrete even when subjected to blast loads. In this study, the parameters defining failure surface and damage function of the K&C concrete nonlinear model were proposed to be applied for the properties of SFRC in LS-DYNA. Single element analysis has been conducted to validate the proposed parameters in the K&C model, which provided very close simulations on the compressive behavior of SFRC. In addition, blast analysis was performed on SFRC columns with different volume fractions of steel fibers, and the blast resistance of SFRC columns was quantitatively analyzed with Korea Occupational Safety & Health Agency (KOSHA) guidelines.

TNT Explosion Demonstration and Computational Fluid Dynamics for Safety Verification of Protection Wall in Hydrogen Refueling Station (수소충전소 방호벽 안전성 검증을 위한 TNT 폭발실증 및 전산유동 해석)

  • Yun-Young Yang;Jae-Geun Jo;Woo-Il Park;Hyon Bin Na
    • Journal of the Korean Institute of Gas
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    • v.27 no.4
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    • pp.102-109
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    • 2023
  • In realizing a hydrogen society, it is important to secure the safety of the hydrogen refueling station, which is the facility where consumers can easily meet hydrogen. The hydrogen refueling station consists of compressed gas facilities that store high-pressure hydrogen, and there is a risk that the high-pressure compressed gas facility will rupture due to a fire explosion due to hydrogen leakage in the facility or the influence of surrounding fires. Accordingly, the Korea Gas Safety Corporation is making every effort to find out risk factors from the installation stage, reflect them in the design, and secure safety through legal inspection. In this study, a TNT explosion demonstration test using a protection wall was conducted to confirm the safety effect of the protection wall installed at the hydrogen refueling station, and the empirical test results were compared and verified using FLACS-CFD, a CFD program. As a result of the empirical test and CFD analysis, it was confirmed that the effect of reducing the explosion over-pressure at the rear end of the protection wall decreased from 50% to up to 90% depending on the location, but the effect decreased when it exceeded a certain distance. The results of the empirical test and computer analysis for verifying the safety of the protection wall will be used in proposals for optimizing the protection wall standards in the future.

Interpretion of Transition between Explosive and Effusive Eruptions from Microlite Textural Analyses in the Albong Lava Dome, Ulleung Island, Korea (울릉도 알봉 용암돔의 미정 조직분석으로부터 폭발성 및 분류성 분출 간의 전환 해석)

  • Hwang, Sang Koo;Kim, Ki Beom;Son, Young Woo;Hyeon, Hye Weon
    • Economic and Environmental Geology
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    • v.53 no.5
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    • pp.553-564
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    • 2020
  • Transition between explosive and effusive eruption in Ulleung Island is observed in the Nari Scoria Deposits and Albong Trachyandesite (lava dome) origined by dome-building eruption and may be related to factors such as magma influx, ascent rate and degassing. However, the interpretation of them has not been resolved yet because the interaction between these factors is not complex but also the resulting behaviour during eruption is unpredictable. This paper focuses on the explosive and effusive activity perceived during building the Albong lava dome in Nari caldera. Samples were collected along with time from the scoria deposits and lava dome, linked to eruption stage and style of activity. Textures of groundmass feldspar microlites from these samples are quantitatively analyzed, including measurements of areal number density, mean microlite size, crystal aspect ratio, groundmass crystallinity and crystal size. The microlite textures show that shallow pre- and syn-eruptive magmatic processes acted to govern the changing behaviour during the eruption. Transition between explosive and effusive eruption was driven by the dynamics of magma ascent in the conduit, with degassing and crystallisation acting via feedback mechanisms, resulting in a cycle of effusive and explosive eruption.

Numerical Simulation of Spatiotemporal Distribution of Chaff Clouds for Warship Defense using CFD-DEM Coupling (CFD-DEM 연동을 통한 함정용 채프운의 시공간 분포 해석)

  • Uk Jin Jung;Moonhong Kim;Dongwoo Sohn
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.36 no.2
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    • pp.93-103
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    • 2023
  • Warships widely spread numerous chaffs using a blast, which form chaff clouds that create false radar cross-sections to deceive enemy radars. In this study, we established a numerical framework based on a one-way coupling of computational fluid dynamics and discrete element method to simulate the spatiotemporal distribution of chaff clouds for warships in the air. Using the framework, we investigated the effects of wind, initial chaff cartridge angle, and blast pressure on the distribution of chaff clouds. We observed three phases for the chaff cloud diffusion: radial diffusion by the explosion, omnidirectional diffusion by turbulence and collision, and gravity-induced diffusion by the difference in the fall speed. The wind moved the average position of the chaff clouds, and the diffusion due to drag force did not occur. The direction of radial diffusion by the explosion depended on the initial angle of the cartridge, and a more vertical angle led to a wider distribution of the chaffs. As the blast pressure increased, the chaff clouds spread out more widely, but the distribution difference in the direction of gravity was not significant.

Vibration/Structural-Integrity Analysis for Large Diesel Engines (대형 디젤 엔진의 진동/건전성 해석)

  • 박종포
    • Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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    • 2001.05a
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    • pp.41-49
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    • 2001
  • 최근의 대형 디젤 엔진은 고성능, 고효율 및 제작비용 절감 등의 요구에 따른 경량화, 유연화 추세로 설계되고 있는 한편, 엔진 자체에서 발생하는 고유의 큰 기전력 (가스폭발력, 왕복동 관성력, 각종 우력) 때문에 항상 진동 문제에 노출되어 있다. (중략)

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