• KSCE Journal of Civil and Environmental Engineering Research
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• v.26 no.3A
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• pp.513-521
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• 2006

Many studies have been conducted on the high tension bolt friction connection in the view of the field practice. Those effort, however, unfortunately have not been appropriately applied in the design specifications. Recently, particularly for steel bridges, rationalization of design takes greater attention from designers and hence, demand on rationalization of high tension connection becomes more significant. The purpose of this study is to suggest direction for the rationalization of high tension bolt connection and to also provide fundamental information for the improvement of the design specifications. In order to accomplish the purposes, the design specifications in Korea was analyzed and compared with other specification from abroad, and was studied one of the most important factors including slip coefficient, and the specifications on the size of bolt holes. The effect of over-sized bolt hole and the reduction of axial force on bolt was evaluated through the experimental studies on the slippage of the high tension bolt connections. Other research topics included herein includes the difference of slip coefficients, the effect of over-sized bolt holes and the gap distance of members, and the application of filler plate and corrosion protected bolts. From the research results, it is known that the specifications in Korea apply a constant slip coefficient with respect to the contacted surface conditions while various coefficients are available depending on the contacted surface conditions. Therefore, it is recommended that the specifications in Korea also develop and detail the slip coefficient which can appropriately take account of the variation of the contacted surface conditions. It is also suggested that the limitation abroad on the over-sized bolt hole may be applied for enhancing the effectiveness of construction.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.26 no.2A
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• pp.247-260
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• 2006

In this paper, an analytical method which can describe the structural behavior of prestressed concrete (PSC) bridges reinforced with the unbonded external tendon is developed. Since the unbonded external tendon is directly installed to the deviators while maintaining a straight configuration, it has a different deformation field from that of concrete and accompanies the secondary effect caused by the change of the primary eccentricity between concrete and external tendon. In advance, the friction slip at the deviators is also taken into consideration on the basis of the force equilibrium between the friction force and the driving force. Through correlation studies between experimental data and analytical results, it is verified that the proposed numerical model can effectively predict the structural behavior of PSC beam bridges with comparative precision.

• Proceedings of the Korea Water Resources Association Conference
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• 2008.05a
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• pp.510-514
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• 2008

우수 관거 시스템에서 맨홀의 설치 시 연결관 내부와 맨홀의 내부는 여러 가지 수리학적 조건이 다르므로 수두손실의 발생이 필연적일 수밖에 없다. 현재 계획 또는 설계단계에서 수행되고 있는 관거 시설의 수리계산에는 연결관 내에서의 마찰손실만을 고려하여 설계를 수행하고 있으며, 맨홀에서의 수두 손실은 거의 대부분 고려되지 않고 있다. 단지 맨홀에서의 수두손실을 저감하기 위하여 하수도시설기준(환경부, 2005)상의 단차 및 인버트 규정만 있을 뿐, 우수 관거 설계에 직접적으로 필요한 적절한 맨홀의 손실계수가 제시되지 않고 있는 실정이다. 국외에서는 축소 수리 모형을 이용한 실험과 수치해석 기법 등을 이용하여 맨홀에서의 손실계수를 산정하는 연구가 꾸준히 진행되어 왔으나 국내에서는 맨홀의 손실계수 산정에 관한 연구가 미흡한 실정이며, 더욱이 맨홀에서의 손실계수 산정을 위한 상사성 적용에 관한 연구는 전무한 실정이다. 그러므로 본 연구에서는 맨홀의 축척 변화에 따른 손실계수의 변화를 분석하기 위하여 하수도시설기준(환경부, 2005)의 특 1호(사각형) 맨홀을 각각 1/2과 1/5로 축소 제작하고, 수리실험 장치를 제작하였다. Froude 상사 법칙을 적용하여 1/2의 축소 모형의 실험 조건을 1/5 축소 모형의 값으로 환산하였으며, 각 축소 모형에 대한 수리 실험을 실시하였다. 과부하된 맨홀의 손실계수를 예측하는데 Froude 상사법칙의 사용 가능성을 확인 하였으며, 1/2 축소 모형과 1/5 축소 모형에서 산정된 손실계수 값이 0.45로 일치하고 있으므로 우수 관거 시스템의 맨홀 설계 시, 축소 수리 모형실험에서 산정된 손실계수의 직접적인 적용이 가능하다고 판단된다.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.13 no.11
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• pp.5566-5571
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• 2012

Block shear failure is one of limit states, and demands great caution in designing the tension member or connection joint of steel structures. From many studies and design specification, it is shown that the effect of the bolted connection type on the block shear failure was not considered. In order to investigate the effect of the bolted connection type(bearing type connection and slip critical connection) on the mode/strength of the block shear failure, tensile experiment is conducted in this study. Differences about the failure mode according to the design specification, bearing type connection, and slip critical connection are proposed from the analysis of test results. The variation of the block shear failure strength due to the frictional force in the slip critical connection is also investigated.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.31 no.1
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• pp.53-61
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• 2018

Ballast track requires constant maintenance work due to progress of track irregularity. Fast Hardening Track(FHT) has been developed to reduce the maintenance effort done by injecting fast hardening mortar in aged ballast to convert slab track. For the application of FHT to a railway bridge, post-installed anchors should be placed at center of the track segment to fix it on bridge. This paper presents track-bridge interaction analysis results with FHT considering stiffness and strength of post-installed anchor, age of FHT concrete and friction between FHT and bridge deck surface. Based on the analysis results, this study suggests when is good to install the anchors and allow normal operation of passing train.

• Journal of Korean Society of Steel Construction
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• v.29 no.2
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• pp.99-110
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• 2017

This paper presents the study of the bending behavior of mooring chain links for keeping the position of the offshore floating structures. In general, chain links have been thought as the axial members due to the fundamental boundary condition. But, the flexural stiffness can be induced to the contact surface between chain links when friction occurs at the surface of the chain links due to high tensile force. Especially, the mooring chains for offshore floating platforms are highly tensioned. If the floater suffers rotational motion and the mooring chain links are highly tensioned, the rotation between contact links, induced by the floater rotation, generates the bending moment and relevant stresses due to the unexpected bending stiffness. In 2005, the mooring chain links for the Girassol Buoy Platform were failed after just 5 months after facility installation, and the accident investigation research concluded the chain failure was mainly caused by the fatigue due to the unexpected bending stress fluctuation. This study investigates the pattern of the induced bending stiffness and stresses of the highly tensioned chain links by nonlinear finite element analysis.

• Transactions of the Korean Society of Mechanical Engineers A
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• v.41 no.3
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• pp.241-249
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• 2017

A powerlock is used to transmit torque between two shafts, to protect important equipment from overloads, and to compensate for the misalignment of assembled shafts. In this study, the effect of the shapes of the inner rings, bolt-fastening force, and friction on power transmission performance of powerlocks is investigated. Finite element analysis and experiments were conducted for two cases, and the analysis results were validated. Analyses were carried out for inner rings of various shapes and for various values of bolt-fastening force and friction coefficient. The main factors that affect the torque transmission performance were investigated based on the analysis results.

• Proceedings of the Korean Society for Agricultural Machinery Conference
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• 2003.07a
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• pp.134-139
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• 2003

오늘날 산업용 차량은 대부분 유압식 클러치를 채택하여 사용하고 있다 유압식 클러치는 운전자가 손쉽게 엔진으로부터 동력을 바퀴까지 전달 또는 차단하는 기능을 갖고 있기 때문이다. 차량속도에 대한 운전자의 다양한 요구는 다수의 변속 단수를 갖는 기어트레인이나 연속가변식 변속기(CVT) 원하고 있다. 그 중에 기어단을 단속하는 클러치는 엔진의 회전력과 차량 관성력을 효과적으로 연결 또는 차단을 위해 다수의 마찰판과 유체압력을 이용하여 작동된다. 유압식 클러치는 동작방식에 따라서 유체압력이 작동하면 동력을 전달하는 POSITIVE방식과 자체 탄성 스프링력에 의해서 동력을 전달하는 NEGATIVE방식이 있다. POSITIVE방식 유압식 클러치는 동력전달시 어큐뮬레이터를 이용하여 충격을 줄이고, 부하 변동시 승차감각을 향상할 수 있는 장점이 있다 TRX500 트랙터에 사용되는 유압식 클러치는 POSITIVE방식을 채택하고 있다. (중략)

• Journal of the KSME
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• v.35 no.1
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• pp.26-35
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• 1995

직물은 경사와 위사가 직각으로 교차하여 만들어진 것으로 여기에 사용하는 경사와 위사를 준 비하는 것을 제직 준비라 한다. 사이징(sizing)은 원사에 풀을 먹이는 제직 준비 공정의 한 가 지로서 제직시에 발생하는 마찰, 긴자으로부터 사(사)를 보호하여 제직 효율을 향상시키는 데 목적이 있다. 이러한 작업에서 호재가 균일하게 접착되고 양호한 품질로 대량생산을하여 경제 적인 합리화를 이루기 위하여 기계 사이징을 한다. 그림 1은 일반적인 합성 섬유용 사이징기의 구조이다. 호재는 용액상태로 준비되며, 원사는 호재용액을 가로질러 이동하여 연결되는 다음 공정에서 용이하게 취급되도록 건조되어 권추된다. 표면에 점성이 높은 호재가 부착된 원사를 단시간에 효과적으로 건조시키는 것이 사이징기 건조부의 역할이며, 가공되는 원사의 종류가 다양해짐에 따라 각 원사의 특성에 적합한 건조방법이 발전되어 왔다. 이 글에서는 건조시스템의 이론적인 고찰과 신합섬용 사이징기 SUPER-500에 대한 건조 시스템의 구조 및 동작 원리를 소개하고 향후 발전 방향을 제시코자 한다.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.14 no.10
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• pp.5290-5298
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• 2013

In order to apply a mechanical deck joint to the prefabricated steel grid composite decks, shear resistance of a joint composed of concrete shear key and high-tension bolt is experimentally evaluated by the push-out test. Shear resistance evaluated by the test is compared with resistance estimated by empirical and design equations based on the shear friction theory. Test results show that joint specimens bonded by epoxy have about 10% more shear resistance than specimens with strengthened shear key by steel plates, but in the case of specimens with strengthened shear key there is smaller resistance deviation than specimens bonded by epoxy. In comparison with resistances estimated by empirical and design equations, the deck joint can be safely designed. But because the existed shear resistance of deck joint is underestimated by the ACI-318, application of the LRFD design equation could be more reasonable.