• 한국안전학회지
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• 제37권4호
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• pp.92-100
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• 2022

Of the Korean military's 3,959 ammunition depots, 1,007 - more than 25% - violate safety requirements for distance and equipment. There is a risk of explosion in old depots that are vulnerable to various interior and exterior accidents. This paper examines 10 scenarios, with varying values for ammunition amount and safety distance. The study calculated the overpressure that can be applied to risk-exposure objects, based on the safety distance; expected damage was predicted using constructed spatial information from 3D explosion simulations. The simulations confirmed that explosion overpressure increased the most when the safety distance violation rate increased from 80% to 90%. It also confirmed that secondary damage such as fire and explosion can cause casualties and property damage when the violation rate is 60% or higher. The results show that building collapse becomes a risk with a violation rate of 70% or higher. We conclude that taking ammunition depot safety distance violation into account when planning military facilities and their land utilization could better protect life and property.

• Geomechanics and Engineering
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• 제29권4호
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• pp.451-461
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• 2022

The roadways surrounded by rock and coal will lose their stability or even collapse under rock burst. Rock burst mainly involves an evolution of dynamic loading which behaves quite differently from static or quasi-static loading. To compare the dynamic response of coal and rocks with different static strengths, three different rocks and bituminous coal were selected for testing at three different dynamic loadings. It's found that the dynamic compression strength of rocks and bituminous coal is much greater than the static compression strength. The dynamic compression strength and dynamic increase factor of the rocks both increase linearly with the increase of the strain rate, while those of the bituminous coal are irregular due to the characteristics of multi-fracture and heterogeneity. Moreover, the absorbed energy of the rocks and bituminous coal both increase linearly with an increase in the strain rate. And the ratio of absorbed energy to the total energy of bituminous coal is greater than that of rocks. With the increase of dynamic loading, the failure degree of the sample increases, with the increase of the static compressive strength, the damage degree also increases. The static compassion strength of the bituminous coal is lower than that of rocks, so the number of small-scale fragments was the largest after bituminous coal rupture.

• Journal of the Korean Wood Science and Technology
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• 제25권4호
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• pp.99-107
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• 1997

This study was executed to test the possibility of replacement for domestic Japanese larch(Larix leptolepis) for hardwoods and to acquire the information about the effects of drying temperature on internal temperature, moisture content and drying defects. In high-temperature drying, internal temperature increased rapidly to boiling point, immediately after that point the internal temperature rising rate was reduced. In the case of drying at temperature of $125^{\circ}C$, internal temperature could reach at boiling point in a very short time. Moisture content in high-temperature drying showed constant drying rate period and first period of falling rate drying together in 4 hours since experiment begun. There was no strong correlation between initial moisture content and final moisture content. Average drying rate at $115^{\circ}C$, $120^{\circ}C$ and $125^{\circ}C$ was 1.42%/hr, 1.88%/hr and 2.02%/hr, respectively; the case of drying temperature of $125^{\circ}C$ showed most rapid drying rate. Drying rate of $125^{\circ}C$ was so rapid that it showed more severe shrinkage, bow, collapse, end check, and internal check development than in other drying conditions. The result of this study showed the strong possibility of high-temperature drying for Japanese larch, and to dry Japanese larch optimally, dry bulb temperature should not exceed $120^{\circ}C$.

• 한국지반공학회논문집
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• 제21권6호
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• pp.127-135
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• 2005

부산점토에 대한 변형률 속도 의존적인 압밀특성을 분석하기 위해 다양한 변형률 속도의 일정 변형률(CRS) 압밀시험과 하중제어 압밀시험을 수행하였다. 부산점토에 대한 실내시험 결과에서 선행압밀하중은 압밀과정 동안에 유발되는 변형률 속도에 의존적이고 선행압밀하중에 대해 정규화시킨 압밀곡선은 유일하다는 것을 알 수 있었다. CRS 시험에서 얻어진 압밀계수 및 투수계수는 정규압밀영역에서 변형률 속도에 관계없이 일정한 값에 수렴함을 알 수 있었다. 또한 하중제어 압밀시험을 통해서 전응력이 일정한 상태에서 간극수압이 증가하는 Mandel-Cryer 효과를 볼 수 있었다. 그리고 장시간의 하중제어 압밀시험을 통해 선행압밀하중 부근에서 흙 구조의 붕괴로 인하여 급격한 간극수압의 증가현상이 관찰되었다.

• 한국터널지하공간학회 논문집
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• 제19권2호
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• pp.109-120
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• 2017

터널 내 지하수 침투는 터널붕괴와 그에 따른 지반침하의 주요 원인 중 하나이다. 따라서 터널굴착 중 시간에 따른 지하수 침투량과 간극수압 변화를 적절히 예측하는 것이 중요하다. 실무에서는 균질한 지반조건으로 가정하는 Goodman의 산정법을 사용하여 지하수 침투량을 계산하지만, 터널굴착 중 지하수위 강하와 깊이에 따른 투수계수 변화를 고려하지 않아 설계단계에서 지하수 유입량을 과다하게 산정할 우려가 있다. 따라서 본 연구에서는 지하수위 강하 및 깊이별 투수계수의 감소를 적용한 매개변수분석을 통해 지하수 유입량 변화를 분석 비교하였으며, 시간에 따른 지하수 침투량 변화와 지하수위 및 간극수압 분포 변화를 분석하기 위해 비정상류 해석을 수행하였다.

• Computers and Concrete
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• 제25권6호
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• pp.497-507
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• 2020

This paper presents a numerical method for evaluating fire performance of prestressed concrete (PC) T shaped bridge girders under combined effect of structural loading and hydrocarbon fire exposure conditions. A numerical model, developed using the computer program ANSYS, is employed to investigate fire response of PC T shaped bridge girders by taking into consideration structural inherent parameters, namely; arrangement of prestressing strands with in the girder section, thickness of concrete cover over prestressing strands, effective degree of prestress and content of prestressing strands. Then, a sequential thermo-mechanical analysis is performed to predict cross sectional temperature followed by mechanical response of T shaped bridge girders. The validity of the numerical model is established by comparing temperatures, deflections and failure time generated from fire tests. Through numerical studies, it is shown that thickness of concrete cover and arrangement of prestressing strands in girder section have significant influence on the fire resistance of PC T shaped bridge girders. Increase in effective degree of prestress in strands with triangular shaped layout and content in prestressing strands can slow down the progression of deflections in PC T shaped bridge girder towards the final stages of fire exposure, to thereby preventing sudden collapse of the girder. Rate of deflection based failure criterion governs failure in PC T shaped bridge girders under most hydrocarbon fire exposure conditions. Structural inherent parameters incorporated into sectional configuration can significantly enhance fire resistance of PC bridge girders; thus mitigating fire induced collapse of these bridge girders.

• Journal of Forest and Environmental Science
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• 제12권1호
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• pp.1-12
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• 1996

강원도산(江原道産) 참나무과(科) 4수종(樹種)의 건조특성(乾操特性)을 파악코져 $100^{\circ}C$에서 급속건조(急速乾操)를 실시하여 건조중(乾操中) 함수율(含水率)과 건조경과(乾操經過), 초기할열(初期割裂)(목구할열(木口割裂)과 표면할열(表面割裂)), 찌그러짐, 내부할열(內部割裂) 등의 건조결함(乾操缺陷)을 조사하여 추정건조(推定乾操)스케쥴을 작성한 결과(結果)는 다음과 같다. 건조시간별(乾操時間別) 건조중(乾操中) 함수율(含水率)은 초기함수율(初期含水率)이 높은 판재일수록 급속(急速)한 곡선적(曲線的) 감소(減少)를 나타내었고 건조소요시간(乾操所要時間)은 두께가 두꺼울수록, 초기함수율(初期含水率)이 높을수록, 건조중(乾操中) 함수율(含水率) 변화( 變化)가 느린 수종(樹種)일수록 길었다. 또한, 두께가 두꺼울수록 할열(割裂)의 발생량(發生量)이 증가하므로 건조초기(乾操初期)의 조건(條件)을 완화하게 해야 함을 알 수 있었다.

• 대한기계학회논문집A
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• 제26권11호
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• pp.2305-2311
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• 2002

The pressure tube is a major component of the CANDU reactor, which supports nuclear fuel bundle and heavy water coolant. Pressure tubes are installed horizontally inside the reactor and only selected samples are periodically examined during in-service inspection. In this respect, a probabilistic safety assessment method is more appropriate fur the assessment of overall pressure tube safety. The failure behavior of CANDU pressure tubes, however, is governed by delayed hydride cracking which is the major difference from pipings and reactor pressure vessels. Since the delayed hydride cracking has more widely distributed governing parameters, it is impossible to apply a general PFM methodology directly. In this paper, a PFM methodology for the safety assessment of CANDU pressure tubes is introduced by applying Monte Carlo simulation in determining failure probability Initial hydrogen concentration, flaw shape and depth, axial and radial crack growth rate and fracture toughness were considered as probabilistic variables. Parametric study has been done under the base of pressure tube dimension and hydride precipitation temperature in calculating failure probability. Unstable fracture and plastic collapse are used for the failure assessment. The estimated failure probability showed about three-order difference with changing dimensions of pressure tube.

• 구강회복응용과학지
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• 제33권3호
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• pp.216-222
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• 2017

지적장애는 정신 발육이 항구적으로 지체 되어 지적 능력의 발달이 불충분하고 불완전한 장애이며, 지적장애를 가지면 자신의 일을 처리하는 것과 사회생활에의 적응이 상당히 곤란하다. 그렇기 때문에 환자 스스로 구강상태를 위생적으로 관리하는 것이 쉽지 않아 다발적 우식이 쉽게 관찰되며 치주질환 이환율이 높다. 본 증례의 환자는 지적장애 1급을 판정받은 33세 여환으로 치아 및 치주 건강이 좋지 않아 식사에 어려움이 있다는 주소로 내원하였다. 초진 구내 검사 시 환자는 치주염과 다발성 우식으로 수직고경이 감소되고 구치부 교합이 붕괴되어 있었다. 이를 가철성 국소의치 이용하여 교합을 재구성함으로써 심미적, 기능적으로 만족할 만한 결과를 얻었기에 보고하는 바이다.

• Advances in concrete construction
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• 제5권2호
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• pp.117-143
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• 2017

The attack of environmental aggressive agents progressively reduces the structural reliability of buildings and infrastructures and, in the worst exposition conditions, may even lead to their collapse in the long period. A change in the material and sectional characteristics of a structural element, due to the environmental damaging effects, changes its mechanical behaviour and varies both the internal stress redistribution and the kinematics through which it reaches its ultimate state. To identify such a behaviour, the evolution of both the damaging process and its mechanical consequences have to be taken into account. This paper presents a computational approach for the analysis of reinforced and prestressed concrete elements under sustained loading conditions and subjected to given damaging scenarios. The effects of the diffusion of aggressive agents, of the onset and development of the corrosion state in the reinforcement and the corresponding mechanical response are studied. As known, the corrosion on the reinforcing bars influences the damaging rate in the cracking pattern evolution; hence, the damage development and the mechanical behaviours are considered as coupled phenomena. The reliability of such an approach is validated in modelling the diffusion of the aggressive agents and the changes in the mechanical response of simple structural elements whose experimental behaviour is reported in Literature. A second set of analyses studies the effects of the corrosion of the tendons of a P.C. beam and explores potentially unexpected structural responses caused by corrosion under different aggressive exposition. The role of the different types and of the different positions of the damaging agents is discussed. In particular, it is shown how the collapse mode of the beam may switch from flexural to shear type, in case corrosion is caused by a localized chloride attack in the shear span.