• Journal of the Korea institute for structural maintenance and inspection
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• v.13 no.6 s.58
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• pp.176-182
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• 2009

Other damage can occur due to the preexisting dull structure and installation of nonenvironmental-friendly concrete structure, lack of function for preventing coastal erosion. Increase of personal income and fast spread of the concept of waterfront casued the initiation of many project to improve aging coastal ports. However, none of environment-friendly structure has been developed and pre-existing solid block, igloo block, tunnel block are used commonly. In piers and lighter's wharf where the ships are mooring, resonance by the generation of a reflected wave caused by penetration wave in the port and port wave increases wave heights in the port and makes difficult to maintain the temperature, causes problems in mooring ships and cargo-working, and eventually increase the occurance of damages of the small ships by the collision. Therefore, development of new types of blcok is necessary. To apply Coastal Environments block developed for this reason, it requires allowable bearing capacity evaluation of shear key. For this study, we made test specimen for connecting part of C.E. Block, and conducted friction test of boundary surface. Data obtained by the experiment was analyzed by finite element analysis and assessed the coefficient of friction between C.E. Block and boundary surface.

• Journal of Korean Society of Steel Construction
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• v.10 no.3 s.36
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• pp.355-367
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• 1998

To evaluate the mechanical behavior and the compressive stress distribution in high tension bolted joints according to the size of bolt hole, the experimental and analytical studies are performed with enlarging bolt hole size. In experimental study, the static test is performed to measure the slip coefficient, and the fatigue test is also performed to evaluate the fatigue strength and failure pattern of fatigue crack. In analytical study, the compressive stress distribution is investigated by using the finite element analysis. From the result of experimental study, the slip coefficient and fatigue strength of the high tension bolted joints with oversize hole are not much different but somewhat it has decreased. These are because the size of bolt hole is larger than the holes of nominal size, therefore the width of clamping force is decreased and the compressive stress distribution area is smaller, this is certificated in the finite element analysis. In addition, the origin of fatigue crack in the oversize holes is closer to the hole than in the holes of nominal size, consequently it is investigated that the origin of fatigue crack is intimately associated with the compressive stress distribution which is formulated by the clamping force in both base metal and splice plate.

• Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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• 1991.04a
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• pp.133-138
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• 1991

일반적으로 고무를 비롯한 점탄성재료는 형상 및 크기를 적절히 조절함으로 써 한 방향 이상으로의 원하는 스프링상수를 얻을 수 있으며, 금속에 비하여 내부 마찰에 의한 에너지 발산이 매우 크기 때문에 강제 진동시의 진폭저감 및 충격에 따른 자유진동의 감쇠에 널리 이용되고 있다. 이와 같은 진동감쇠 에 점탄성재료를 효과적으로 사용하기 위해서는 복소탄성계수 즉, 탄성계수 와 손실계수를 정확하게 알아내는 것이 필요하다. 점탄성재료의 복소탄성계 수는 주파수, 온도 및 변형률등에 따라 변하므로 이와 같은 사용조건의 함수 로 구해야 한다. 복소탄성계수를 실험적으로 구하는 방법은 여러가지가 있으 며 실험의 용이성과 관심대상에 따라 적절한 방법을 선택하게 된다. 본 연구 에서는 주파수변화에 따른 복소탄성계수를 임피던스법으로 집중질량 모형을 이용하여 구하려고 할 때, 실험데이타로부터 보다 정확한 결과를 얻기 위하 여 적절한 시편의 크기를 결정하는 방법을 제시하고자 한다. 이를 위해서 시 편내의 파동전달효과와 포아송비와 관련된 양단제한효과 그리고 정하중시 압축변형에 대한 시편의 좌굴등을 고려하여 이론적으로 해석하였으며 실험 적으로도 검증하였다.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.28 no.5A
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• pp.691-697
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• 2008

Coating the high tension bolted frictional joint has been generally allowed for anti-corrosion purpose. However in case of painting on paying surface of the high tension bolt, the influence on a slip strength of the joint depending on precision of painting has remained controversial. The study thus was intended to identify the slip behavior on high tension bolted frictional joint when applying ceramic painting, which has been currently developed. A slip test was conducted on a high tension bolted frictional joint specimen on which ceramic painting has been applied and a slip load and slip coefficient were measured. Based on result, the safety and usability of ceramic painting-applied high tension bolted frictional joint was evaluated. As a result, a difference to some extent by specimen in terms of load-displacement when a slip occurred was observed but an average slip coefficient appeared to have exceeded 0.4, which is the design frictional coefficient set forth in the specification. To secure the safety and usability of ceramic painting-applied high tension bolted frictional joint, it's necessary to establish the standard for painting as well as to revise the relevant specification.

• Journal of Biosystems Engineering
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• v.11 no.1
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• pp.37-51
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• 1986

실린더로 부터 Prandtl수가 0.7인 주변공기로 전달되는 혼합대류 열전달현상이 Stream-Vorticitv 함수로 표시된 지배방정식으로 부터 유한차분법에 의해 분석되어졌다. Reynolds수와 Grashof수의 함수로서 혼합대류 열전달에서 Nusselt수의 값들이 조사되어 졌으며 이들로부터 순수자연대류와 혼합대류, 혼합대류와 순수강제대류사이의 범위를 정하였다. 그 외에도 본 연구에서는 실린더주변의 온도분포와, 공기속도분포, 속도분리점(Separation point), 마찰계수, 압력분포등이 조사되어졌으나 제 1편에서는 Nusselt수와 온도분포만이 연구결과로 주어 졌으며, 본시험의 이론적 결과치들은 발표된 실험치들과 잘 일치하였다.

• Proceedings of the Korean Society of Tribologists and Lubrication Engineers Conference
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• 1992.11a
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• pp.13-18
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• 1992

대형 틸팅패드 저어널베어링은 고속안정성 특성이 우수한 베어링으로서 시스템의 안정성이 매우 중요시되는 터빈발전기 등 대형 고속 회전기계에 많이 사용되고 있다. 그런데 이들 대형 저어널베어링에서는 유막의 온도상승이 매우 많고, 유체의 흐름이 거의 난류영역에 이르기 때문에 베어링의 운전특성을 정확하게 예측하기가 어려운 실정이다. Hopf & Schuler는 대형 틸팅패드 저어널베어링에 대한 실험적 연구에서 유동상태에 따라 베어링의 온도분포가 서로 달라진다고 발표하였다. 대형 틸팅패드 저어널베어링은 구조적으로 유동상태가 복잡할 뿐만 아니라 계산과정도 까다로운 편이어서 온도상승과 난류를 고려하여 엄밀하게 운전특성을 예측한 연구는 거의 없다. 따라서 본 연구에서는 대형 틸팅패드 저어널베어리으이 운전특성을 보다 엄밀하게 예측하기 위하여 3차원 적으로 유막의 점도변화 및 패드에서의 열전달을 고려하고, 와점성계수를 이용한 난류윤활이론을 사용하여 유막의 온도상승 및 난류가 베어링의 온도분포, 부하능력, 마찰손실 등의 운전특성에 미치는 영햐을 보다 엄밀하게 제시하고자 한다.

• Proceedings of the Korean Vacuum Society Conference
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• 2000.02a
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• pp.48-48
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• 2000

진공부품에 사용되고 있는 재료는 여러 가지 있으나 회주철품은 진동 감쇄 및 흡진성이 우수하여 소음 발생이 적고, 조직 중에 흑연이 존재하므로 주강에 비하여 자기윤활작용이 있으며, 말차계수가 적어 마찰면의 면입이 높은 경우에도 소손 등의 이상 마멸현상이 적어 진공펌프, 내연기관, 공작 기계등과 같이 강인성과 내마멸성을 요구하는 부품에 많이 이용되어 왔다, 이 회주철도 대별하면 여러 종류가 있고, 진공 펌프용 재질은 주로 회주철 중에 ASTM A형으로 도면에 명기되어 있다. 따라서 본 제품을 개발하는 과정중에 연속 주조법으로 제조된 ASTM형이 기존의 재료에 비하여 내기밀성, 내마면성, 내피로성 및 기계적 성질등이 우수함을 확인하여본 재질로 개발하였고, 시험한 연구 결과를 발표하고자 한다. 실험은 ASTM A형으로 주조하기 위하여 용해된 용탕을 사형 주형에서 GC200으로 주조하고, ASTM D형은 D사의 연속 주조기에서 직경 30mm로 주조하였다. 이와 같이 주조된 사료를 일정한 크기로 시험편을 만들어 인장 강도, 경도, 피로한도, 피로성, 절삭성, 내유압성, 소입성과 내마멸성을 시험하였다.

• Tunnel and Underground Space
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• v.26 no.2
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• pp.100-109
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• 2016

This study suggests three spatial distribution functions of strength parameters, which can be adopted in the derivation of failure conditions for transversely isotropic rocks. All three proposed functions, which are the oblate spheroidal function, the exponential function, and the function based on the directional projection of the strength parameter tensor, consist of two model parameters. With assumption that the cohesion and friction angle can be described by the proposed distribution functions, the transversely isotropic Mohr-Coulomb criterion is formulated and used as a failure condition in the simulation of the conventional triaxial tests. The simulation results confirm that the failure criteria incorporating the proposed distribution functions could reproduce the general trend in the variations of the axial stress at failure and the directions of failure planes with varying inclination of the weankness planes and confining pressure. Among three distribution functions, the function based on the directional projection of the strength parameter tensor yields the highest axial strength, while the axial strength estimated by the oblate spheroidal distribution function is the lowest.

• Journal of Korean Society of Steel Construction
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• v.9 no.2 s.31
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• pp.171-179
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• 1997

The high-tension bolted joints are clamped by the axial force which approaches the yielding strength. The introduced axial force is transmitted to the connection members pass through washer. The transferred load in connections is balanced to the compressive stress of plates, axial force in bolts and the external loads. In this mechanism, the compressive stress and slip load we dominated by the effective stiffness of bolted joints and plates. In general the effective stiffness is specified to product to the effective area and elasticity modulus in connections. In this reason, the conic projection formular which is assumed that the axial force in bolts is distributed to the cone shape and that region is related to the elastic deformation mechanism in connections, was proposed. But it conclude what kind of formula is justified. Therefore in this paper, the fatigue tests are performed to the high tension bolted joints and inspected to the phase on the friction face. And using the FEM and numerical method, it is analyzed and approximated to the compressive stress distribution and its region. Moreover, it is estimated to the effective area and to the relation the friction area to the effective compressive distribution region.

• Tunnel and Underground Space
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• v.33 no.3
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• pp.109-125
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• 2023

Disposal repository for high-level radioactive waste secures its safety by means of engineered and natural barriers. The performance of these barriers should be tested and verified through various aspects in terms of short and/or long-term. KAERI has been conducting various in-situ demonstrations in KURT (KAERI Underground Research Tunnel). After completing previous experiment, a conceptual design of an improved in-situ experiment, i.e. K-COIN (KURT experiment of THMC COupled and INteraction), was established and detailed planning for the experiment is underway. Preliminary characterizations were conducted in KURT for siting a K-COIN test site. 15 boreholes with a depth of about 20 m were drilled in three research galleries in KURT and intact rock specimens were prepared for laboratory tests. Using the specimens, physical measurements, uniaxial compression, indirect tension, and triaxial compression tests were conducted. As a result, specific gravity, porosity, elastic wave velocities, uniaxial compressive strength, Young's modulus, Poisson's ratio, Brazilian tensile strength, cohesion, and internal friction angle were estimated. Statistical analyses revealed that there did not exist meaningful differences in intact rock properties according to the drilled sites and the depth. Judging from the uniaxial compressive strength, which is one of the most important properties, all the specimens were classified as very strong rock so that mechanical safety was secured in all the regions.