• 대한토목학회논문집
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• 제26권4A호
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• pp.689-692
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• 2006

본 연구에서는 분산된 시스템 안에서 네트워크를 이용하여 다량의 자료와 데이터를 동시에 공유할 수 있을 뿐만 아니라 원격지에서도 실시간으로 실험이 가능한 건설실험시설의 분산공유에 따른 실질적인 연구현황과 이에 따른 문제점을 그리드컴퓨팅을 이용하여 분석하였다. 이로써, 향후 건설실험시설의 인프라 구축에 있어 분산공유에 대한 데이터의 처리와 공유를 가능하게 하는 시스템구축의 실질적인 방향을 제시하고자 하며, 분산된 다양한 데이터를 다수의 사용자에게 동시에 공유할 수 있는 건설실험시설의 인프라를 구축하는데 기여하고자 한다.

• 콘크리트학회논문집
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• 제24권4호
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• pp.445-452
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• 2012

이 연구에서는 기존 철근콘크리트 건축물의 구조성능 향상을 위하여 매입형 FRP봉과 보강철물을 보강한 철근콘크리트 보의 구조성능을 평가하기 위하여 실험을 수행하였다. 매입형 FRP봉의 사용량, 보강철물 유무에 따라 총 7개의 실험체를 제작하고 실험을 수행하여 구조성능을 평가하였으며, 이 연구의 실험 결과를 근거로 다음과 같은 결론을 얻었다. 매입형 FRP봉 보강실험체(BCR 시리즈)의 경우 표준실험체(BSS)와 비교하여 21~55% 내력이 증가하였고, 매입형 FRP봉과 보강철물을 보강한 실험체(BCR-AC 시리즈)는 표준실험체(BSS)보다 최대내력이 21~63% 증가하였다. 그리고 매입형 FRP봉으로 보강된 실험체는 부착슬립, 피복분리 형태로 파괴되었으나, 매입형 FRP봉과 보강철물을 보강한 실험체는 보강철물의 구속효과로 부착슬립의 형태로 파괴되었다.

• 한국해양공학회지
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• 제30권1호
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• pp.25-31
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• 2016

In this study, hydrodynamic coefficients were obtained from a Rotating Arm (RA) test, which is one of the captive model tests used to provide accurate coefficients in the control motion equation of an underwater vehicle. The RA test was carried out at the RA facility of ADD (Agency for Defense Development), and the forces and moments acting on the underwater vehicle were measured using a six-axis waterproof gage. A multiple regression analysis was used in the analysis of the measured data. The experimental results were also verified by comparison with the theoretical values of the previous linear coefficients. In addition, the stability indices in the horizontal plane were calculated using the linear and nonlinear coefficients, and the dynamic stability of the underwater vehicle was estimated to have a good dynamic performance with a depth ratio of 6.0.

• KIEAE Journal
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• 제12권5호
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• pp.71-76
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• 2012

As reviewed of developments of Korean earth architecture, earth-made buildings have been dwindled gradually since "the new community movement" and earth have been recognized as materials which are not so good to human health and in result, earth-related techniques have been also forgotten. However, recently the earth architecture has been more attracting back many attentions thanks to the people who are interested in health and wellbeing and the earth related techniques or skills got keenly required. The present study has investigated and reproduced earth finishing materials which are based on natural materials as basic stuffs to use them as the finishing materials of the modern earth architecture. For the test, the finishing materials have been divided roughly into sorts of pastes and oils. In case of applying finishing materials onto earth surfaces, the moisture permeability test was conducted to measure a water-absorbing speed, and at the case of using finishing materials for interior works moisture adsorption/desorption test was performed to verify the indoor humidity regulation ability, and further a test to check whether to be stained when contacted with the finishing materials, was conducted. If there is not any stain it might be recognized to be high quality of moisture adsorption/desorption and so seaweed pastes or starches might be used for paste finishing materials and for natural oils, beans are desirable in practical ways. As low-quantity of moisture adsorption materials, linseed oil is most desirable and also beaned water over75% are thought to be useful.

• 한국해양공학회지
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• 제28권4호
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• pp.306-313
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• 2014

Super duplex stainless steels (sDSS) are excellent for use under severely corrosive conditions such as offshore and marine applications like pipelines and flanges. sDSS has better mechanical properties and corrosion resistance than the standard duplex stainless steel (DSS) but it is easier for a sigma phase to appear, which depresses the mechanical property and corrosion resistance, compared to DSS, because sDSS has a higher alloy element than DSS. In addition, sDSS has a feeble ductile-brittle transition temperature (DBTT) because it has a 50% ferrite microstructure. In the actual operating environment, sDSS would be thermally affected by welding and a sub-zero temperature environment. This study analyzed how precipitated sDSS behaves at a sub-zero temperature through annealing heat treatment and a sub-zero tensile test. Six types of specimens with annealing times of up to 60 min were tested in a sub-zero chamber. According to the experimental results, an increase in the annealing time reduced the elongation of sDSS, and a decrease in the tensile test temperature raises the flow stress and tensile stress. In particular, the elongation of specimens annealed for 15 min and 30 min was clearly lowered with a decrease in the tensile test temperature because of the increasing sigma phase fraction ratio.

• 한국건축시공학회지
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• 제15권1호
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• pp.35-42
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• 2015

본 연구는 흙건축 시공 시 많이 사용되는 흙다짐 공법의 경우, 흙재료의 배합 숙련도에 따라 달라지는 함수량은 강도와 내구성에 크게 영향을 미치게 되므로 이를 적절히 확인하여 시공하는 것은 매우 중요하다. 적정함수량의 산정문제는 실험실 환경에서는 정확하게 구할 수 있지만 현장에서는 여러 여건상 곤란한 것이 현실이다. 따라서 본 연구는 흙건축에 적용되는 흙다짐 공법을 중심으로 낙하시험과 함수율의 관계를 규명하여 실제현장에서 작업자가 쉽게 적정함수비를 판별할 수 있는 용이성과 시험의 정확성 문제를 개선하고자 한다. 실험의 결과를 통하여 현장에서 활용할 수 있는 배합설계와 시험방법의 명세화, 낙하형상 판별방법의 과정과 결과를 제시하였다.

• Geomechanics and Engineering
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• 제15권2호
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• pp.721-728
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• 2018

The surrounding rock mass contains cracks and joints which are distributed randomly around tunnels, and in the process of tunnel blasting excavation, radial cracks could also be induced in the surrounding rock mass. In order to clearly understand the impact of radial cracks on tunnel stability, tunnel model tests and finite element numerical analysis were implemented in this paper. Two kinds of materials: cement mortar and sandstone, were used to make tunnel models, which were loaded vertically and confined horizontally. The tunnel failure pattern was simulated by using RFPA2D code, and the Tresca stresses and the stress intensity factors were calculated by using ABAQUS code, which were applied to the analysis of tunnel model test results. The numerical results generally agree with the model test results, and the mode II stress intensity factors calculated by ABAQUS code can well explain the model test results. It can be seen that for tunnels with a radial crack emanating from three points on tunnel edge, i.e., the middle point between tunnel spandrel and its top with a dip angle $45^{\circ}$, the tunnel foot with a dip angle $127^{\circ}$, and the tunnel spandrel with $135^{\circ}$ with tunnel wall, the tunnel model strength is about a half of the regular tunnel model strength, and the corresponding tunnel stability decreases largely.

• 대한조선학회논문집
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• 제51권4호
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• pp.311-320
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• 2014

Test uncertainty of a towed underwater Stereoscopic Particle Image Velocimetry (SPIV) system was assessed in a towing tank. To estimate the systematic error and random error of mean velocity and turbulence properties measurement, velocity field of uniform flow was measured. Total uncertainty of the axial component of mean velocity was 1.45% of the uniform flow speed and total uncertainty of turbulence properties was 3.03%. Besides, variation of particle displacement was applied to identify the change of error distribution. In results for variation of particle displacement, the error rapidly increases with particle movement under one pixel. In addition, a nominal wake of a model ship was measured and compared with existing experimental data by five-hole Pitot tubes, Pitot-static tube, and hot wire anemometer. For mean velocity, small local vortex was identified with high spatial resolution of SPIV, but has serious disagreement in local maxima of turbulence properties due to limited sampling rate.

• 대한조선학회논문집
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• 제52권6호
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• pp.485-493
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• 2015

Planing hull form is widely used as a high speed vessel hull. There is a problem of the planing hull not solved yet. The problem is that the planing hull has very large vertical acceleration and large heave and pitch motions. As one method for overcoming this problem, there is "wave-piercing hull". Before the motion in waves is investigated, the resistance and running attitude must be investigated. In this paper, the running attitude and resistance of two wave-piercing hulls are investigated by model tests. Model test results show that the wave-piercing hulls have large trim angle and sinkage at the high speed, so additional model tests are conducted by using the hull appended by stern interceptor that is very thin plate to increase the hydrodynamic pressure at the attached location. The results are compared with other planing hulls and the resistance components and the hydrodynamic force are discussed. From the model test results, it can be known that the stern interceptor is the effective appendage for the reduction of the resistance and trim angle of wave-piercing hull.

• 콘크리트학회논문집
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• 제24권5호
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• pp.577-584
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• 2012

알칼리 활성슬래그(AAS)는 $CO_2$ 배출 부하가 큰 보통포틀랜드시멘트(OPC)의 가장 확실한 대체 재료로써 구조재로 이용하기 위해서는 내구성 평가 및 검증이 필요하다. 내구성 평가지표의 큰 비중을 차지하고 있는 것이 탄산화저항성인데, 알칼리 활성슬래그는 낮은 칼슘 함유량 때문에 OPC보다 탄산화 저항성이 약한 것으로 알려져 있다. 이 연구에서는 알칼리 활성슬래그의 모재료인 고로슬래그의 염기도(CaO/$SiO_2$)를 메카노-케미컬 합성법에 의해 조정하고, 조정된 염기도에 따라 수화생성물의 구성변화와 탄산화 전 후의 물리적 특성이 어떻게 변하는지 살펴보았다. 실험 결과 염기도가 높을수록 강도 증가와 탄산화 저항성이 향상되고, 탄산화 후 강도 저하가 개선되었다.