• 한국구조물진단유지관리공학회 논문집
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• 제9권1호
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• pp.189-196
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• 2005

임펄스 비와 하중최대치의 비로 작성된 손상곡선을 이용하여 충격하중의 임펄스와 하중의 크기가 구조물의 거동에 미치는 영향을 분석하였다. 단기에 종료하는 충격하중의 경우 관성력의 영향으로 하중의 크기보다는 임펄스가 구조물 손상에 주요변수가 되며, 관성력을 극복할 충분한 시간을 갖는 장기하중이 작용하는 경우에는 임펄스보다는 하중의 크기가 구조물 손상에 주요변수가 된다. 지반충격에 의한 구조물의 손상은 단기인 경우에는 지반의 최대입자속도가 그러나 장기인 경우에는 최대입자가속도가 손상의 주요 변수가 된다.

• Structural Engineering and Mechanics
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• 제7권3호
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• pp.331-344
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• 1999

This paper provides an analysis of the transient behaviour of a right-angled bent cantilever beam subjected to a suddenly applied force at its tip perpendicular to its plane. Based on a rigid, perfectly plastic material model, a double-hinge mechanism is required to complete the possible deformation under a rectangular force pulse (constant force applied for a finite duration) with a four-phase response mode. The kinematics of the various response phases are described and the partitioning of the input energy at the plastic hinges during the motion is evaluated.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2008년도 춘계 학술발표회 제20권1호
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• pp.269-272
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• 2008

매우 짧은 시간동안 큰 압력을 유발하는 폭발하중은 지형적인 조건 및 대기조건, 장약량과 구조물의 위치 및 형상에 따라 상이하게 발생된다. 그러므로 본 연구에서는 콘크리트 구조물에 작용하는 정밀한 폭발하중의 전파해석을 위해, Arbitrary Lagrangian-Eulerian기법을 적용한 대기 및 폭발물의 모델을 통해 복합적인 폭발파를 구현하고 구조물의 동적재료 특성을 고려하여 대기-구조물의 통합모델 해석기법을 제안하였다. 또한 대기-구조물의 통합모델 해석기법의 검증을 위하여 폭발하중을 받는 철근콘크리트 구조물의 폭발실험결과와 비교함으로써 제안된 해석기법의 타당성을 검증하였다.

• Structural Engineering and Mechanics
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• 제14권6호
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• pp.679-698
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• 2002

In this paper some techniques for the dynamic analysis of non-classically damped linear systems are reviewed and compared. All these methods are based on a transformation of the governing equations using a basis of complex or real vectors. Complex and real vector bases are presented and compared. The complex vector basis is represented by the eigenvectors of the complex eigenproblem obtained considering the non-classical damping matrix of the system. The real vector basis is a set of Ritz vectors derived either as the undamped normal modes of vibration of the system, or by the load dependent vector algorithm (Lanczos vectors). In this latter case the vector basis includes the static correction concept. The rate of convergence of these bases, with reference to a parametric structural system subjected to a fixed spatial distribution of forces, is evaluated. To this aim two error norms are considered, the first based on the spatial distribution of the load and the second on the shear force at the base due to impulsive loading. It is shown that both error norms point out that the rate of convergence is strongly influenced by the spatial distribution of the applied forces.

• Journal of Biosystems Engineering
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• 제15권3호
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• pp.177-185
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• 1990

The break of rotary blade is occured from a stress concentration of the inside of blade by the outside impulsive load. In order to examine its inside stress and stress concentration of rotary blade, a epoxy plate which is suitable to applicate by photoelastic system is used to experiment. These results are summarized as follow. 1. Refer to the existence of bolt hole and a size of its of rotary blade, a stress concentration which cause the break of rotary blade is not exposed. 2. It is expected to be break to section of hold of rotary blade and the break of this is due to that there are concentrated by shearing force, bending moment and bending stress. 3. When the crack which caused from processing are set up to any location, the stress concentration taken to the creak point. 4. Without regard to the location of the reaction points of rotary blade, the bending stress which is greated than the bending moment is occured within about 6 em toward the center line of bolt hole and it was possible to break that section.

• 대한조선학회논문집
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• 제35권4호
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• pp.27-37
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• 1998

선박이 대형화되고, LNG선의 건조가 활발해지면서 액체화물탱크의 내부유동을 뜻하는 슬로싱에 대한 연구가 중요해지고 있다. 슬로싱에 의한 충격압력의 크기와 특성을 파악하기 위하여 직사각형 모델에 대한 체계적인 실험을 수행하여 회전각, 동요주파수, 적재수심에 따른 내부유동의 특성을 분석하였고, 충격압력이 가해지는 탱크벽면의 구조응답을 계측하여 유탄성효과를 고찰하였다. 탱크의 내부유동은 고차경계요소법을 이용하여 해석하였고, 평판의 진동에 의해 유기되는 유체력은 고유함수 전개법을 이용하여 부가질량과 감쇠력으로 표현하였다. 충격하중이 작용하는 경우 유탄성 효과를 고려한 탱크 벽면은 부가질량의 영향으로 그 때의 수심에 해당하는 접수진동수로 진동하였고, 벽면에서 압력은 유탄성효과를 고려하지 않은 경우에 비해 두 배 이상 크게 나타났다. 이를 실험과 계산에서 모두 확인하였고, 충격하중에 의한 평판의 거동에서 유탄성효과를 규명하였다

• Ocean Systems Engineering
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• 제10권2호
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• pp.163-179
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• 2020

Considering the huge demand of several types of subsea equipment, as Christmas Trees, PLEMs (Pipeline End Manifolds), PLETs (Pipeline End Terminations) and manifolds for instance, a critical phase is its installation, especially when the equipment goes down through the water, crossing the splash zone. In this phase, the equipment is subject to slamming loads, which can induce impulsive loads in the installation wires and lead to their rupture. Slamming loads assessment formulation can be found in many references, like the Recommended Practice RP-N103 from DNV-GL (2011), a useful guide to evaluate installation loads. Regarding to the slamming loads, RP-N103 adopt some simplifying assumptions, as considering small dimensions for the equipment in relation to wave length, in order to estimate the slamming coefficient C_S used in load estimation. In this article, an experimental investigation based on typical subsea structure dimensions was performed to assess the slamming coefficient evaluation, considering a more specific scenario in terms of application, and some reduction of the slamming coefficient is achieved for higher velocities, with positive impact on operability.

• 대한기계학회논문집A
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• 제26권3호
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• pp.544-552
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• 2002

Recommended seismic design guide for the flat bottom vortical-cylindrical oil storage tanks in KS B 6225 is presented. Under earthquake excitations, the hydrodynamic pressure exerted on the tank walls produces overturning moment which may cause either a failure of the anchors or a buckling of the tank shell near its base. The basis for establishing design loads due to hydrodynamic pressure is described including seismic zone risk map in Korea, zone coefficients and the essential facilities factor. This procedure for calculating applied compressive stress on the shell base subjecting to seismic load and for estimating the allowable buckling stress is described.

• 한국해안해양공학회:학술대회논문집
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• 한국해안해양공학회 1996년도 정기학술강연회 발표논문 초록집
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• pp.23-28
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• 1996

RUBBER JOINER, developed by using rubber and chains in combination. It is already applied to many practical use. In this paper, we would like to introduce experimental result about RUBBER JOINER while developing process. And, in recent years, effect of impulsive tension reducing is certified by experiment. We would like to mention the experimental result, too. (omitted)

• 한국안전학회지
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• 제13권4호
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• pp.41-48
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• 1998

In this paper, an investigation was performed on the dynamic interlaminar fracture toughness of CFRP(carbon fiber reinforcement plastics) composite laminates. Composite laminates used in this experimentation are CF/EPOXY and CF/PEEK laminated plates. In the experiments, Split Hopkinson's Bar(SHPE) test was applied to dynamic and notched flexure test. The mode Ⅱ fracture toughness of each unidirectional CFRP was estimated by the analyzed deflection of the specimen and J-integral with the measured impulsive load and reactions at the supported points. As an experimental result, the vibration amplitude of CF/PEEK laminates appear more than that of CF/EPOXY laminates for the J-integral and displacement velocity at a measuring point. Also, it is thought that the dynamic fracture toughness of two kind specimens(CFRP/EPOXY and CF/PEEK) with the in crease of displacement velocity becomes a little greater at a measuring point within the range of measurement.