• Title/Summary/Keyword: 상태폭발

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An Experimental Study on Confined Steel Structure Blasting Demolition (폭약을 이용한 밀폐압력용기 해체에 관한 기초적 실험연구)

  • Lee, Ha-Young;Kim, Yong-Kyun;Yang, Kuk-Jung;Hur, Won-Ho;Kang, Dae-Woo
    • Explosives and Blasting
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    • v.30 no.2
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    • pp.43-51
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    • 2012
  • The Demolition blasting has been applied for buildings and structures so far. In this study, however, a confined vessel blasting filled with water has been focused. A small amount of explosives were placed in a sealed vessel with water, perfect elastic body, supposed as a relay agent in it, and the blasting aspect was observed. Blasting pressure was standardized by Abel's equation of state. In result, if there was a relay agent in it, the pressure vessel was torn apart with smaller power than its tensile strength. If there was not, it needed 7.1~8.5 times as much power as the previous one, and the blasting pressure had not also affected the demolition and it had gone or vanished until it reached a certain point, In terms of pressure vessel made by steel, the elastic-plastic failure was took a place, and the first yield point happened along the welded area as a form of heating plastic failure we thought.

Non-linear Dynamic Analysis of Reinforced Concrete Slabs Subjected to Explosive Loading Using an Orthotropic Concrete Constitutive Model (이등방성 콘크리트 모델을 이용한 폭발하중을 받는 철근콘크리트 슬래브의 비선형 동적해석)

  • Lee, MinJoo;Kwak, Hyo-Gyoung
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.32 no.6
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    • pp.409-416
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    • 2019
  • An improved numerical model for non-linear analysis of reinforced concrete (RC) slabs subjected to blast loading is proposed. This approach considers a strain rate dependent orthotropic constitutive model that directly determines the stress state using the stress-strain relation acquired from the data obtained using the biaxial strength envelope. Moreover, the bond-slip between concrete and reinforcing steel is gradually enlarged after the occurrence of cracks and is concentrated in the plastic hinge region. The bond-slip model is introduced to consider the crack direction of the concrete under a biaxial stress state. Correlation studies between the numerical analysis and the experimental results were performed to evaluate the analytical model. The results show that the proposed model can effectively be used in dynamic analyses of reinforced concrete slab members subjected to explosive loading. Moreover, it was determined that it is important to consider biaxial behavior in the material model and the bond-slip effect.

Analysis of impact damage behavior of GFRP-strengthened RC wall structures subjected to multiple explosive loadings (복합 폭발하중을 받는 GFRP 보강 RC 벽체 구조물의 비선형 충격 손상거동 해석)

  • Noh, Myung-Hyun;Lee, Sang-Youl;Park, Tae-Hyo
    • Proceedings of the Korea Concrete Institute Conference
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    • 2008.04a
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    • pp.1033-1036
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    • 2008
  • In this paper, the analysis of impact damage behavior of a reinforced concrete structure that undergoes both a shock impulsive loading and an impact loading due to the air blast induced from an explosion is performed. Firstly, a pair of multiple loadings are selected from the scenario that an imaginary explosion accident is assumed. The RC structures strengthened with glass fiber reinforced polymer (GFRP) composites are considered as a scheme for retrofitting RC wall structures subjected to multiple explosive loadings and then the evaluation of the resistant performance against them is presented in comparison with the result of the evaluation of a RC structure without a retrofit. Also, in order to derive the result of the analysis similar to that of real explosion experiments, which require the vast investment and expense for facilities, the constitutive equation and the equation of state (EOS) which can describe the real impact and shock phenomena accurately are included with them. In addition, the numerical simulations of two concrete structures are achieved using AUTODYN-3D, an explicit analysis program, in order to prove the retrofit performance of a GFRP-strengthened RC wall structure.

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A Proof of Safety and Liveness Property in Modal mu-Calculus and CTL for Model Checking (모형검사를 위한 Modal mu-Calculus 와 CTL의 안전성 및 필연성 및 논리식 증명)

  • Lee, Bu-Ho;Kim, Tae-Gyun;Lee, Jun-Won;Kim, Seong-Un
    • Journal of KIISE:Computer Systems and Theory
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    • v.26 no.12
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    • pp.1485-1492
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    • 1999
  • 대규모 시스템 명세의 올바름을 검증하기 위한 유한 상태 LTS에 기반을 둔 CTL논리 적용에 있어 가장 큰 문제점은, 시스템 내부의 병렬 프로세스간의 상호작용으로 인한 상태폭발이다. 그러나 Modal mu-calculus 논리를 시스템 안전성 및 필연성 특성 명세에 사용하면, 행위에 의한 순환적 정의가 가능하므로 상태폭발 문제가 해결 가능하다. 본 논문에서는 LTS로 명세화된 통신 프로토콜 시스템 모델의 안전성 및 필연성 특성을 모형 검사 기법에 의해 검증함에 있어, 시제 논리로 사용된 Modal mu-calculus 안전성 및 필연성 논리식과 CTL 의 안전성 및 필연성 논리식의 극한값이 동일함을 두 논리식을 만족하는 상태 집합이 같다는 것을 보임으로써 증명한다. 증명된 결과는 I/O FSM 모델로 표현된 통신 프로토콜의 안전성 및 필연성 검사를 위해 이론적인 기반으로서, 컴퓨터를 이용한 모형검사 기법에 효과적인 방법으로 응용이 가능하다.Abstract In applying CTL-based model checking approach to correctness verification of large state transition system specifications, the major obstacle is the combinational explosion of the state space arising due to interaction of many loosely coupled parallel processes. If, however, the modal mu-calculus viewed as a CTL-based logic with recursion, is used to specify the safety and liveness property of a given system, it is possible to resolve this problem. In this paper, we discuss the problem of verifying communication protocol system specified in LTS, and prove that a logic expression specifying safety and liveness in modal mu-calculus is semantically identical to the maximum value of the expression in CTL. This relation is verified by the proof that the sets of states satisfying the two logic expressions are equivalent. The proof can be used as a theoretical basis for verifying safety and liveness of communication protocols represented as I/O FSM model.

Numerical Analysis of Dynamic Response of Floating Offshore Wind Turbine to the Underwater Explosion using the PML Non-reflecting Technique (PML 무반사 기법을 이용한 부유식 해상풍력발전기의 수중폭발에 따른 동응답 수치해석)

  • Cho, Jin-Rae;Jeon, Soo-Hong;Jeong, Weui-Bong
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.29 no.6
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    • pp.521-527
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    • 2016
  • This paper is concerned with the numerical analysis of dynamic response of floating offshore wind turbine subject to underwater explosion using an effective non-reflecting technique. An infinite sea water domain was truncated into a finite domain, and the non-reflecting technique called the perfectly matched layer(PML) was applied to the boundary of truncated finite domain to absorb the inherent reflection of out-going impact wave at the boundary. The generalized transport equations that govern the inviscid compressible water flow was split into three PML equations by introducing the direction-wise absorption coefficients and state variables. The fluid-structure interaction problem that is composed of the wind turbine and the sea water flow was solved by the iterative coupled Eulerian FVM and Largangian FEM. And, the explosion-induced hydrodynamic pressure was calculated by JWL(Jones-Wilkins-Lee) equation of state. Through the numerical experiment, the hydrodynamic pressure and the structural dynamic response were investigated. It has been confirmed that the case using PML technique provides more reliable numerical results than the case without using PML technique.

A Study of Establishment of the Infrastructure for Consequence Analysis of Metallic Dust Explosion (금속성 분진폭발의 영향 분석을 위한 기반구축에 관한 연구)

  • Jang, Chang Bong;Lee, Kyung Jin;Moon, Myong Hwan;Baek, Ju Hong;Ko, Jae Wook
    • Journal of the Korean Institute of Gas
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    • v.21 no.4
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    • pp.84-91
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    • 2017
  • Recent years have witnessed the increased usage of flammable metals, such as aluminum or magnesium, in wide range of high-tech industries. These metals are indispensable for the improvement of physical properties of materials as well as the design capability of the final product. During the process, unwanted metal dusts could be released to the environment. This can lead to an occupational health and safety issues. Due to their flammable nature, more serious problem of an explosion can happen in extreme cases. The explosion is the combustion of tiny solid particles and vapor mixture, caused by pyrolysis. This complex composition makes engineering analysis more difficult, compared to simple gas explosions or vapor cloud combustions. The study was conducted to assess this light metal dust explosion in an effort to provide the bases for a risk assessment. Dust explosion characteristics of each material was carefully evaluated and an appropriate analysis tool was developed. A comprehensive database was also constructed and utilized for the calibration of the developed response model and the verification for its accuracy. Subsequently, guidelines were provided to prevent dust explosions that could occur in top-notch industrial processes.

A Formal Verification of Concurrent System using Symbolic State Method (기호적 상태 표현 방법을 이용한 병행적 시스템의 검증)

  • 김한상;최진영
    • Proceedings of the Korean Information Science Society Conference
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    • 1999.10c
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    • pp.137-139
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    • 1999
  • concurrent reactive system은 일반적으로 매우 많은 다른 행동들(different behaviors)을 보여 주기 때문에 설계하기가 어렵다. 또한 한 시스템에서의 구성 요소들 간에 상호작용을 함으로 전체 시스템의 상태를 나타낸다면 전체 상태를 각 구성요소의 상태들의 곱으로 나타내지므로 복잡도는 지수의 곱으로 나타내 질 것이다. 따라서 단순한 테스트로는 시스템 특성의 정확성을 검증하기 위해 모든 상태를 확인할 수 없다. 본 논문에서는 concurrent system의 고전전 문제인 dining philosophers problem을 상징적 기호 표현방법을 이용해서 그 시스템의 정확성을 검증하고 또한 상태 공간 폭발 문제-상태 공간의 크기가 시스템에서 구성요소의 복잡도와 수가 동시에 지수적으로 증가하는 문제-를 어떻게 해결할 수 있는 가를 제시한다.

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Specification and Analysis of System Properties by using Petri nets (페트리 네트를 이용한 시스템 속성의 명세 및 분석)

  • Lee, Woo-Jin
    • The KIPS Transactions:PartD
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    • v.11D no.1
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    • pp.115-122
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    • 2004
  • Software system modeling has a goal for finding and solving system's problems by describing and analyzing system model in formal notations. Petri nets, as graphical formalism, have been used in describing and analyzing the software systems such as parallel systems, real-time system, and protocols. In the analysis of Petri nets, general system properties such as deadlock and liveness are analyzed by the reachability analysis. On the other side, specific properties such as functional requirements and constraints are checked by model-checking. However, since these analysis methods are based on enumeration of ail possible states, there nay be state explosion problem, which means that system states exponentially increase as the size of system is larger. In this paper, we propose a new method for mechanically checking system properties with avoiding state explosion problem. At first, system properties are described in property nets then the system model and the property net are composed and analyzed. In the compositional analysis, system parts irrelevant to the specific property are reduced to minimize the analysis domain of the system. And it is possible to mechanically check whether a specific property is satisfied or not.

A Study on Vibration Characteristics for Misfiring Condition of Large Marine Diesel Engines using Accelerometer Signal (가속도 신호를 이용한 대형 선박용 디젤엔진의 착화실패 상태에 대한 진동 특성 연구)

  • Seo, Jong-Cheol;Kim, Sang-Hwan;Kim, Jung-Sung;Lee, Don-Chool
    • Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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    • 2010.05a
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    • pp.578-579
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    • 2010
  • 최근 내연 기관에서 엔진상태 및 잠재적인 결함의 발견을 위해 연료분사, 실린더 내 연소과정, 실린더 내부와 피스톤 마모상태, 흡 배기 밸브 및 과급기 (turbocharger) 등의 상태 모니터링을 통해서 결함에 대한 진단 및 경향관리에 대한 연구들이 진행되고 있다. 본 연구에서는 기 개발된 선박용 대형디젤엔진에 대한 상시 모니터링 시스템을 이용하여 엔진상태 및 잠재적인 결함을 진단하고자 하였으며, 일차적으로 가속도 신호를 이용하여 실린더 내 연소과정에서 정상적인 상태와 착화실패에 따른 진동 양상을 비교 분석하였다. 신호 분석 기법으로 시간-주파수 분산 기법들은 충격파 신호인 엔진 폭발신호를 분석하는데 적합하였으며, 그 기법들 중 Short Time Fourier Transform 기법과 Wavelet Transform 기법을 이용하였다.

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Equivalence Checking Finite State Machines with SAT-Procedure (SAT 프로시져를 이용한 유한 상태 기계의 동치 검사)

  • 엄태호;권기현;김태훈
    • Proceedings of the Korean Information Science Society Conference
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    • 2003.04c
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    • pp.37-39
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    • 2003
  • 본 연구에서는 만족성 검사기를 이용하여 두 유한 상태 기계의 행위가 동치인지를 검사한다. 기존의 동치 검사는 대부분 BDD를 기반으로 했었기 때문에 변수 순서 배열 및 내부 BDD노드 폭발 문제에 시달렸었다. 하지만 여기서는 BDD대신 명제 논리를 이용하기 때문에 위와 같은 문제점을 피할 수 있다. 하지만 논리식을 만족성 검사기의 입력 형태인 논리곱 정규형으로 변환하는 과정에서 절의 3기는 식의 크기에 지수적으로 증가하였다.

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