• 한국강구조학회 논문집
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• 제21권5호
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• pp.545-552
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• 2009

이 연구에서는 y형강판과 L형강으로 기둥의 외부를 구성하고 내부에 콘크리트를 타설하여 완성하는 yLRC (Reinforced Concrete with y-shape steel sheets and L-shape steel angles) 합성기둥에 대한 기초적인 실험을 수행하였다. yLRC 합성기둥은 철골과 콘크리트의 합성작용으로 단면성능이 우수하고, 거푸집 공사와 배근 공사를 생략할 수 있으므로 공기단축과 시공성 향상에도 상당한 효과를 나타낼 것으로 예상된다. L형강의 폭-두께비가 압축강도에 미치는 영향을 분석하기 위해서 L형강의 폭-두께비를 실험변수로 하는 6개의 실험체 (축소실험체 3개 및 실대실험체 3개)를 제작하고, 이 실험체에 대하여 중심축하중 실험을 수행하였다. 실험결과를 바탕으로 yLRC 합성기둥의 압축거동 및 압축강도에 대한 역학적인 특성을 분석하였다.

• 콘크리트학회지
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• 제10권6호
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• pp.179-190
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• 1998

철근콘크리트보의 전단파괴는 급작스런 취성파괴 때문에 중요한 문제이며, 많은 실험결과들에 의하면 철근콘크리트 보의 전단강도에서의 크기효과는 철근콘크리트 부재의 중요한 특징임이 밝혀졌다. 철근콘크리트보의 크기가 점점 커짐에 따라 실험이 매우 어려워져 전단강도에대한 실험데이타나 경험공식을 얻기가 힘들어지며 이에 다른 철근콘크리트 보의전단강도의 크기효과에 대한 수치해석적 방법이 매우 중요하게 되었다. 본 연구에서는 스터럽이 없는 철근콘크리트보의 전단해석에 유한요소해석기법을 적용하였고 전단강도에대한 크기효과를 해석적으로 분석하였다. 또한 철근콘크리트 보의 전단강도에대한 크기효과에 영향을 주는 인자를 분석하였으며 영향인자를 몇몇 표준시방서를 포함한 주요 전단강도식과 비교하였다.

• 한국강구조학회 논문집
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• 제15권1호
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• pp.25-31
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• 2003

본 연구는 데크플레이트의 모멘트 강도에 관한 실험적, 이론적 연구를 수행하였다. 실물크기의 14개 모멘트 실험을 행하였으며, 가력부의 국부좌굴을 방지하기 위해 1/4지점 집중하중을 가력하였다. 기준식들 간의 차이점을 이론적으로 비교분석하였다. 또한 미국 AISI, 유럽 EC3, 한국 기준과 실험값을 비교 평가하였다. 파괴모드는 보 중앙부의 국부좌굴 및 중간가력부의 국부좌굴에 의하여 형성되어 최대내력에 도달하였다. 인장측이 먼저 항복하는 경우 소성능력이 인장측에서 발휘되어 내력이 증대하였다. 설험결과는 인장측 부분 소성화를 고려한 EC 기준과 가장 잘 일치하였다. EC3 부록Z에 의한 통계학적 평가로부터 EC3 기준식이 목표로 하는 $^{\circ}{_M}=1.1$ 이내로 그 적용성이 만족되었다. AISI와 KS 기준에서도 소성화 개념을 추가한다면, 이론해석이 보다 더 개선될 것이다.

• 한국강구조학회 논문집
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• 제24권6호
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• pp.735-742
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• 2012

본 연구에서는 세장판으로 구성된 중공강관(SHS)기둥에 CFRP쉬트로 보강하여 중심축하중 실험을 수행하였다. 총 6개의 실험체를 제작하였으며, 실험변수는 판폭두께비, 보강유무이다. 실험결과 사각단면의 두면은 안쪽으로 국부좌굴이 발생하였으며, 나머지 두 면은 바깥쪽으로 국부좌굴이 발생하였다. CFRP쉬트의 보강을 통해 최대 33%의 내력상승효과를 얻었으며, 초기강성과 연성능력을 비교하였다. 끝으로, 압축극한 내력을 산정식을 제안하여 실험값과 비교하였다.

• Steel and Composite Structures
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• 제27권5호
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• pp.537-543
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• 2018

Mechanical shear connectors are commonly used to transfer longitudinal shear forces across the steel-concrete interface in composite beams. Steel pipe as a new shear connector is proposed in this research and its performance to achieve composite strength is investigated. Experimental monotonic push-out tests were carried out for this connector. Then, a nonlinear finite element model of the push-out specimens is developed and verified against test results. Further, the finite element model is used to investigate the effects of pipe thickness, length and diameter on the shear strength of the connectors. The ultimate strengths of these connectors are reported and their respective failure modes are discussed. This paper comprises of the push-out tests of ten specimens on this shear connector in both the vertical and horizontal positions in different reinforced concretes. The results of experimental tests are given as load-deformation plots. It is concluded that the use of these connectors is very effective and economical in the medium shear demand range of 150-350 KN. The dominant failure modes observed were either failure of concrete block (crushing and splitting) or shear failure of pipe connector. It is shown that the horizontal pipe is not as effective as vertical pipe shear connector and is not recommended for practical use. It is shown that pipe connectors are more effective in transferring shear forces than channel and stud connectors. Moreover, based on the parametric study, a formula is presented to predict the pipe shear connectors' capacity.

• 콘크리트학회논문집
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• 제16권2호
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• pp.229-240
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• 2004

불균형 휨모멘트를 재하받는 플랫플레이트-기둥 접합부의 편심전단강도와 모멘트강도를 규명하기 위해 그동안 많은 실험연구가 수행되어 왔다. 기존 실험들은 서로 다른 실험방식을 사용하고 있는데, 접합부의 전단강도는 실험방식에 따라 차이가 있는 것으로 나타났다. 따라서 기존 실험에 근거하여 개발된 현행 설계기준들은 플랫플레이트의 강도를 정확히 설명하고 있지 못한 실정이다. 선행 연구에서는 연속 플랫플레이트에 대한 비선형 유한요소해석에 근거하여, 슬래브-기둥 접합부에 패한 새로운 설계방법을 개발하였다. 그러나 제안된 설계방법에서는 휨모멘트 강도산정에 필요한 접합부 편심강도를 경험식에 의존하여 산정하고 있다. 본 연구에서는, 접합부 파괴 메카니즘을 분석하기 위해서, Rankine 재료파괴기준을 이용하는 이론적인 접근법을 채택하였다. 분석결과에 근거하여 개선된 편심전단강도모델이 개발되었고, 기존 실험과의 비교를 통해 검증되었다. 개발된 강도식을 이용하여, 선행연구에서 개발된 설계방법을 재검증하였다.

• 대한조선학회논문집
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• 제47권1호
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• pp.67-75
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• 2010

Submarine and deep sea diving structures are generally designed based on their ultimate strength. Fatigue strength at welded joint must be also taken into account because working stress is increased due to the increasing of diving depth and using high yield steel. The pressure hulls of submarine are subjected to fluctuating compressive loading. But in addition to the calculated stresses, high residual tensile stresses at welded part have to be considered. The state of stress level of pressure hull is tensile at surface and compressive at deep diving depth. This paper presents the results of an experimental investigation on the crack initiation and growth at the weld toe of T welded joints of HY-100 steel plate under constant amplitude loading. It is also investigated the phenomenon of the fatigue failure and test methods. Fatigue tests have been using real scaled local structural models of full penetration T-welded joint, which is a part of the cylindrical shell structures reinforced by ring stiffeners. Several load ratios under constant amplitude loading are considered in the tests. Crack initiation and growth characteristics are examined based on the beach marks of the cracked section of the test specimens. A design stress-life curve including the design formula is suggested according to tested data.

• 대한한방부인과학회지
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• 제29권2호
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• pp.99-112
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• 2016

Objectives: Gyejibokryeong-hwan (GBH), a traditional Korean herbal medicine, has been widely used for the treatment of the blood stasis syndrome. This study is purposed to analyze the experimental research trend of GBH in Korea for developing further research plan. Methods: A search of Korean research database-Oasis, RISS and KISS- and Pubmed was carried out for publications until 2015, for the words, 'Guizhifulingwan', ‘Gyejibokryeonghwan’, or ‘Keishibukuryogan’. Then study selection is conducted according to PRISMA guidelines, studies not related or using modified formula or administered for human are excluded, 48 studies are included in this review, finally. We analyzed studies by research method, subject, outcome measure, and result of the study. Results: There were 31 in vivo studies about the effect of GBH on platelet aggregation, anti-oxidant, blood viscosity, and hypercholesterolemia, etc. 12 in vitro studies were about the effect of GBH on the cervical carcinoma, chronic kidney disease, uterine myoma, hepatocarcinoma, atherosclerosis, cancer chemo-prevent. 9 ex vivo studies were about the effect of GBH on the platelet aggregation, chronic kidney disease, ovaulatory disorder, and rheumarthritis.Conclusions: We proposed the translational research of GBH involving scientific discoveries and developing practical applications by investigating the concept of blood stasis syndrome in terms of current physiopathological mechanism.

• 수산해양기술연구
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• 제28권1호
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• pp.10-20
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• 1992

The new course distances of a ship are considered to be the indices to indicate directly her abilities of course altercation. Generally, they have long been calculated by using the maneuvering indices obtained from her Z test. However, at sea actually the maneuvering indices can not sometimes be obtained according to ship's condition or circumstances and the new course distances can not be calculated. To find out other method to calculate the new course distances, in this paper the author analyzed them from a viewpoint of ship motion, and worked out a numerical formula to calculate them easily, using the data of ship's heading test. In order to check whether the presented method is applicable to actual ships or not, the experiment by them were also performed. The results obtained are summarized as follow: 1. The mean difference of the distance between two new course distances by the heading test and the maneuvering indices of the experimental ship was about 0.98% values of the ones by the maneuvering indices, when her heading were 10。, 20。 and 30。, using the rudder angle of 15。. These new course distances were therefore found to be almost same in values of the distance. 2. The mean difference of the distance between two new course distances by the heading test and the observation of experimental ship was about 1.16% values of the ones by the observation, when her headings were 10。, 20。 and 30。, using the rudder angle of 15。. These new course distances were therefore found to be almost same in values of the distance. 3. It is confirmed that the new course distances can be calculated easily by using the method of ship's simple heading test, without the observation or using the maneuvering indices. 4. It is considered to be helpful for the safety of shiphanding to draw curves of new course distances by ship's heading test and utilize them at sea.

• 대한기계학회논문집
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• 제18권2호
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• pp.432-445
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• 1994

From a theoretical analysis point of view, the 2-stage precipitator is decomposed into two units: charging cell and collecting cell. Collection efficiency predictions of the two-stage parallel-plate electrostatic precipitator have been performed theoretically incorporating with the charging and the collecting cells. Particle trajectorise passing the charging cell have been modeled as a simple one. Particle charge distribution at the outlet of the charging cell is calculated through integration of the present unipolar combined charging rate along the entire particle trajectory, and average charge of particles at the outlet of the charging cell is obtained from the particle charge distribution. As for the collecting cell, the diminution of particle concentration along the longitudinal direction of the collecting cell is investigated considering the conventional Deutsch's theory and the laminar theory. One should note that the collection efficiency formula derived is based on monodisperse aerosols. It has been confirmed through the analysis that predictions of particle charge by applying White's unipolar diffusion charging theory overpredict actual cases in the continuum regime, while predictions by Fuch's unipolar diffusion charging theory indicate the reasonable result in the same regime. Theoretical predictions of collection efficiency are also compared with the available experimental results. Comparisons show that the experimental results are consistently located in the collection efficiency region bounded by the two limits, the Deutsch and the laminar collection efficiencies. Finally design parameters of the 2-stage electrostatic precipitator have been investigated systematically through the one-variable-at-a-time method in terms of collection efficiency. Applied voltages on the corona wire of the charging cell and the plate of the collecting cell, and the average air velocity have been selected as the design parameters.