• 대한토목학회논문집
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• 제10권4호
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• pp.151-158
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• 1990

불규칙파에 의하여 형성된 쇄파대에서의 확산은 여러가지 요인에 기인한다고 볼 수 있다. 개개파의 쇄파에너지로 발생되는 난류형상, 유속의 공간변화에 의한 영향, 쇄파대 폭의 확장과 함께 나타나는 잉여파응력(Excess Momentum Fluxes or Radiation Stresses)의 불규칙 중첩에 의한 영향 등이며 이로 인하여 연안류는 보다 완만한 곡선을 나타낼 것이다. 본 연구에서는 단순파를 중첩시켜 표현하는 스펙트럼파 모델을 ${\kappa}-{\varepsilon}$ 모델과 연안류 모델에 접속시켜 운용할 수 있는 모델시스템을 개발하여 현장 관측자료에 적용하였다. 적용결과, ${\kappa}-{\varepsilon}$ 모델은 쇄파대 확산에 있어 난류확산의 영향과 불규칙한 응력중첩이 영향 모두를 잘 재현할 수 있음을 알 수 있었다. 또한, 본 수치모형에서는 고려치 못하였지만, 파 스펙트럼간 에너지의 비선형 전도효과도 연안류분포에, 특히 수심이 작은 연안 가까이에서, 무시할 수 없을 정도의 영향을 미치는 것으로 나타났다.

• Structural Engineering and Mechanics
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• 제66권3호
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• pp.411-421
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• 2018

Although a rubber isolation cushion can reduce the dynamic response of a structure itself, it has little influence on the height of a sloshing wave and even may induce magnification action. Vertical baffles are set into a base-isolated Concrete Rectangular Liquid Storage Structure (CRLSS), and baffles are opened as holes to increase the energy dissipation of the damping. Problems of liquid nonlinear motion caused by baffles are described using the Navier-Stokes equation, and the space model of CRLSS is established considering the Fluid-Solid Interaction (FSI) based on the Finite Element Method (FEM). The dynamic response of an isolated CRLSS with various baffles under an earthquake is analyzed, and the results are compared. The results show that when the baffle number is certain, the greater the number of holes in baffles, the worse the damping effects; when a single baffle with holes is set in juxtaposition and double baffles with holes are formed, although some of the dynamic response will slightly increase, the wallboard strain and the height of the sloshing wave evidently decrease. A configuration with fewer holes in the baffles and a greater number of baffles is more helpful to prevent the occurrence of two failure modes: wallboard leakage and excessive sloshing height.

• Journal of the Korean Wood Science and Technology
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• 제42권3호
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• pp.339-345
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• 2014

집성재의 생산성 향상을 위한 고주파 가열 경화기술에 대해 연구하였다. 고주파가 유전체에 가해지면 내부에서 에너지 손실에 의한 발열이 발생한다. 집성재를 구성하는 라미나와 접착제는 유전체이므로 집성재에 고주파를 주사하면 내부에서 발열이 발생한다. 집성재 제조에 이용되는 대부분의 상온 경화형 접착제는 고온에서 빠른 경화가 이루어지므로 고주파 가열 기술을 이용하면 집성재 내부 접착층의 온도를 상승시킴으로써 빠른 경화를 유도할 수 있다. 본 연구에서는 낙엽송재와 phenol-resorcinol-formaldehyde (PRF) 접착제의 유전 특성을 평가하고, 집성재 내부의 접착층의 빠른 경화를 유도하는 고주파 가열 경화 기작을 이론적으로 분석하였다. 연구 결과, 온도상승인자인 PRF 접착제의 상대손실계수가 낙엽송재의 상대손실계수에 비해 높았으나, 온도상승저해인자인 밀도와 비열도 높았다. 그러나 상대손실계수의 비율이 온도상승저해인자의 비율보다 높기 때문에 고주파 가열에 의한 발열량은 접착제에서 더 높을 것으로 예상된다. 이러한 실험 결과를 이용한 이론적 접근을 바탕으로, 접착층이 목표온도까지 상승하기 위한 ISM 영역의 고주파 주파수 별 전기장의 상대 세기를 추정하였다.

• International Journal of Fluid Machinery and Systems
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• 제2권4호
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• pp.269-277
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• 2009

The current paper focuses on the analysis of transient cavitating flow in pressurised polyethylene pipes, which are characterized by viscoelastic rheological behaviour. A hydraulic transient solver that describes fluid transients in plastic pipes has been developed. This solver incorporates the description of dynamic effects related to the energy dissipation (unsteady friction), the rheological mechanical behaviour of the viscoelastic pipe and the cavitating pipe flow. The Discrete Vapour Cavity Model (DVCM) and the Discrete Gas Cavity Model (DGCM) have been used to describe transient cavitating flow. Such models assume that discrete air cavities are formed in fixed sections of the pipeline and consider a constant wave speed in pipe reaches between these cavities. The cavity dimension (and pressure) is allowed to grow and collapse according to the mass conservation principle. An extensive experimental programme has been carried out in an experimental set-up composed of high-density polyethylene (HDPE) pipes, assembled at Instituto Superior T$\acute{e}$cnico of Lisbon, Portugal. The experimental facility is composed of a single pipeline with a total length of 203 m and inner diameter of 44 mm. The creep function of HDPE pipes was determined by using an inverse model based on transient pressure data collected during experimental runs without cavitating flow. Transient tests were carried out by the fast closure of the ball valves located at downstream end of the pipeline for the non-cavitating flow and at upstream for the cavitating flow. Once the rheological behaviour of HDPE pipes were known, computational simulations have been run in order to describe the hydraulic behaviour of the system for the cavitating pipe flow. The calibrated transient solver is capable of accurately describing the attenuation, dispersion and shape of observed transient pressures. The effects related to the viscoelasticity of HDPE pipes and to the occurrence of vapour pressures during the transient event are discussed.

• 한국지진공학회논문집
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• 제26권1호
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• pp.13-22
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• 2022

This study proposes a low-cycle fatigue life derived from measurement points on pipe elbows, which are components that are vulnerable to seismic load in the interface piping systems of nuclear power plants that use seismic isolation systems. In order to quantitatively define limit states regarding leakage, i.e., actual failure caused by low-cycle fatigue, in-plane cyclic loading tests were performed using a sine wave of constant amplitude. The test specimens consisted of SCH40 6-inch carbon steel pipe elbows and straight pipes, and an image processing method was used to measure the nonlinear behavior of the test specimens. The leakage lines caused by low-cycle fatigue and the low-cycle fatigue curves were compared and analyzed using the relationship between the relative deformation angles, which were measured based on each of the measurement points on the straight pipe, and the moment, which was measured at the center of the pipe elbow. Damage indices based on the combination of ductility and dissipation energy at each measurement point were used to quantitatively express the time at which leakage occurs due to through-wall cracking in the pipe elbow.

• Geomechanics and Engineering
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• 제36권4호
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• pp.317-328
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• 2024

Adopting a rational engineering methodology for building structures on sandy-clay soil layers has become increasingly important since it is crucial when structures erected on them often face seismic and cyclic wave loads. Such loads can cause a reduction in the stiffness, strength, and stability of the structure, particularly under un-drained conditions. Hence, this study aims to investigate how the dynamic properties of sand-clay mixtures are affected by loading frequency and clay content. Cyclic triaxial tests were performed on a total of 36 samples, comprising pure sand with a relative density of 60% and sand with varying percentages of clay. The tests were conducted under confining pressures of 50 and 100 kPa, and the samples' dynamic behavior was analyzed at loading frequencies of 0.1, 1, and 4 Hz. The findings indicate that an increase in confining pressure leads to greater inter-particle interaction and a reduced void ratio, which results in an increase in the soil's shear modulus. An increase in the shear strength and confinement of the samples led to a decrease in energy dissipation and damping ratio. Changes in loading frequency showed that as the frequency increased, the damping ratio decreased, and the strength of the samples increased. Increasing the loading frequency not only reflects changes in frequency but also reduces the relative permeability and enhances the resistance of samples. An analysis of the dynamic properties of sand and sand-clay mixtures indicates that the introduction of clay to a sand sample reduces the shear modulus and permeability properties.

• 한국지반공학회지:지반
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• 제11권2호
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• pp.139-156
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• 1995

지반진동특성의 지진공학적인 정밀측정의 일환으로 지반진동의 탁월주기와 지반진동의 거리에 따른 감쇠특성을 현장실험을 통하여 조사하였다. 이 조사는 세가지 부분의 실험을 통하여 결과를 얻었다. 첫째, 지반의 탁월주기는 고감도 디지탈 속도지진계-3축성분 속도계를 이용하는 Seismometer와 디지탈 Seismograph를 이용하여 지반과 건물에서 일정한 주기를 가진 연속적인 미소진동으로 부터 지반 및 건물진동의 탁월주기를 계측하였다. 지반에서의 탁월주기는 0.18~0.23 sec, 건물2층의 탁월주기는 0.26~0.31 sec였다. 둘째, 지반 구조조사는 디지탈 탄성파탐사기를 이용하여 굴절법을 이용한 탄성파탐사를 실시하였다. 실험장소인 한양대학교 안산캠퍼스의 지층구조는 상부층(표토층: surface layer)은 저속도층으로서 662m1s, 하부층(지반층: base ground)은 2210m/s의 P파 속도를 갖고, 주시곡선도로부터 표토층의 두께는 약 7m로 검측되었다. 이것은 7m두깨의 표토층(top soil)과 그 하부에 사질 점토성의 지반층(base ground)이 존재함을 암시한다. 셋째, Seisgun을 이용하여 인공적인 탄성파 에너지원을 만들어 지반의 진동 감쇠특성을 조사 하였다. 거리 감쇠상수(spatial attenuation conf$\ulcorner$icient) Y는 거리에 따른 진폭 을 계산하여 Z-성분(vertical)은 0.0137, X-성분(longitudinal)은 0.0025, Y-성분(transverse)은 0.0290이고 Spatial QP의 값은 각각 5.913~7.575, 32.371 ~41.452, 2.794~3.579의 값이 산출되었었다. 이 결과 다른 두성분에 비해서 종방향(z-성분, longitudinal)성분은 감쇠경향이 낮음을 알 수 있다. 그러므로 이 경우에 구조물 설계시 종방향(x-성분, longitudinal)성분에 대 한 내진설계가 고려 되어야 할 것이다.