• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1999년도 학회창립 10주년 기념 1999년도 가을 학술발표회 논문집
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• pp.697-700
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• 1999

Strengthening existing structure using the exterior steel wire is utilized because of their high adaptability and strengthening efficiency. In the practical aspect, the fixing methods, which are generally adopted have caused problems. A new method is not easily designed because of the weak points, a limit of tension stress, and complex transmit processes. To make up for the weak points in the current fixing method, tensile end bracket similar to a supporting plate has been developed, but the tensile end bracket was relatively big because of increasing length welded between the end plate and the resisting plate.

• 한국소음진동공학회논문집
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• 제11권7호
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• pp.239-246
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• 2001

The present study addresses the open correction associated with the reflection and discharge phenomena of a weak shock wave from an open end of a duct. The open correction of the weak shock wave is investigated experimentally and by numerical computation. An experiment is made using a simple shock tube with an open end. and computaion is performed to simulate the experimental flow field using the unsteady, axisymmetric compressible. flow governing equations. The results obtained show the an open correction should be involved for shock wave discharge and reflection problems generated from the exit of the duct with an open baffle plate. With a baffle plate less than three times the duct diameter, it is found that the open end correction is a function of both the diameter of the baffle plate and normal shock wave magnitude However, for a baffle plate larger than three the duct diameter it is independent of the baffle plate diametre, The present computations predict the results of shock tube experiment with good accuracy. A new empirical equation for prediction of the open correction is found for the weak shock reflection and discharge phenomena occurring at the open of the duct with and without a baffle plate.

• 소성∙가공
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• 제18권4호
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• pp.290-295
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• 2009

The roll gap set-up in the finishing mill is one of the most important technologies in the hot plate rolling process. As the target thickness can be obtained by the correct set-up of the roll gap, improving the roll gap set-up technology is very critical for plate thickness accuracy. The main cause of thickness variation in hot plate mills is the non-uniform temperature distribution along the length of the slab. The objective of this study is to adjust the roll gap set-up for the thickness accuracy of plate in hot rolling process considering top-end temperature drop. Therefore this study has concentrated on determining the correct amounts of thickness variation according to top-end temperature drop and roll gap to compensate thickness variation. The control method of roll gap set-up which can improve the thickness accuracy was proposed. The off-line simulation of compensated roll gap significantly decreases top-end thickness variation.

• 대한용접접합학회:학술대회논문집
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• 대한용접접합학회 2009년 추계학술발표대회
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• pp.33-33
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• 2009

This study is to develop the resistance welding apparatus and investigate the welding characteristics of Zircaloy-4 end-plate of fuel bundle in the cases of the resistance welding and the laser beam welding. The welding parameters which affect the weld nugget and the torque values have been also compared. The effect of the torque strength of end-plate welding using by the resistance welding and the laser beam welding has been studied and optimum conditions of Zircaloy-4 end-plate welding have been found. Futhermore, micro-structures and micro-hardness of the resistance welded specimens have been also compared.

• Steel and Composite Structures
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• 제42권4호
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• pp.569-590
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• 2022

This paper presents a combined experimental and numerical study on stainless steel end-plate connections, with an emphasis placed on their ultimate behaviour and rotation capacity. In the experimental phase, six connection specimens made of austenitic and lean duplex stainless steels are tested under monotonic loads. The tests are specifically designed to examine the close-to-failure behaviour of the connections at large deformations. It is observed that the rotation capacity is closely related to fractures of the stainless steel bolts and end-plates. In the numerical phase, an advanced finite element model suitable for fracture simulation is developed. The incorporated constitutive and fracture models are calibrated based on the material tests of stainless steel bolts and plates. The developed finite element model exhibits a satisfactory accuracy in predicting the close-to-failure behaviour of the tested connections. Finally, the moment resistance and rotation capacity of stainless steel end-plate connections are assessed based on the experimental tests and numerical analyses.

• Clinics in Shoulder and Elbow
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• 제19권4호
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• pp.209-215
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• 2016

Background: The purpose of this study was to identify the clinical and radiological outcomes of hook plate fixation for lateral end fracture of the clavicle and acromioclavicular dislocation. Methods: There were a total of 20 cases with lateral end fracture of the clavicle and 16 cases with acromioclavicular dislocation. All patients were evaluated for range of motion, functional score by using Constant score, and American Shoulder and Elbow Surgeons shoulder index at just before implant removal and at final follow-up. Coracoclavicular distance was measured in acromioclavicular dislocation and bony union was evaluated in the lateral end fracture of the clavicle. Results: The clinical outcomes and range of motion were increased at the final follow-up compared with just before implant removal in both the lateral end fracture of the clavicle and acromioclavicular dislocation. In acromioclavicular dislocation, all cases-except one-showed maintenance of reduction after implant removal. Moreover, in the lateral end fracture of the clavicle, all cases-except one-showed bony union. Conclusions: Hook plate fixation in the lateral end fracture of the clavicle and acromioclavicular dislocation resulted in good clinical and radiological results.

• Structural Engineering and Mechanics
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• 제51권2호
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• pp.215-228
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• 2014

Traditional beam connections to the minor axis of a column have relatively low strength and stiffness. A modified detail, using a plate welded between the toes of the column flange - referred to as a toe plate connection - is examined in this paper. The results of an experimental investigation for both flush and extended end-plate connections connected to a 25 mm thick end-plate are presented. The tests are complemented by finite element modelling which compares very well with the test observations. The results show a significant increase in both moment resistance and initial stiffness for this connection detail compared with connections made directly to the column web. This offers the prospect of more optimal solutions taking advantage of partial strength frame design for the minor axis as well as major axis.

• 한국강구조학회 논문집
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• 제27권2호
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• pp.251-260
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• 2015

단부판 접합부는 다양한 형태로 보-기둥 모멘트 접합부에 적용되고 있다. 이러한 단부판 접합부는 단부판의 두께 및 길이, 고장력 볼트의 개수 및 직경, 고장력볼트의 게이지 거리, 고장력볼트의 지레작용력, 용접부의 치수 및 길이 등에 따라서 상이한 거동특성, 강성 및 강도, 에너지소산능력의 변화를 나타낸다. 따라서 이 연구는 단부판의 두께 변화에 따른 인장측에 체결된 고장력볼트의 지레작용력 및 축방향 인장강성을 파악하고, 단부판의 거동특성에 영향을 미치는 이러한 변수들을 예측하기 위한 해석모델을 제안하기 위하여 진행하였다. 이를 위하여 이 연구에서는 단부판의 두께만을 변수로 선택하여 비보강 확장단부판 접합부에 대한 3차원 비선형 유한요소해석을 수행하였다.

• 한국강구조학회 논문집
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• 제29권2호
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• pp.181-192
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• 2017

최근 경사단부강판과 고장력 볼트를 이용한 보 이음(Inclined end-plate beam splice) 공법이 개발되었다. 단부강판은 브래킷 단부에 용접되고 연결보는 고장력 볼트를 통해 이음시킨다. 기둥면에는 브래킷이 용접되고, 브래킷과 연결보 단부에 각각 경사단부강판과 고장력 볼트를 이용하여 이음 시킨다. 이 연구에서는 총 6개의 외부 보-기둥 모멘트접합부의 반복가력실험을 수행하였다. 실험변수는 단부강판 상세와 볼트 배열 상세이다. 모든 실험체는 AISC Design Guide 4에 따라 단부강판 및 볼트에 의한 모멘트 저항성능이 보 이음부 요구모멘트보다 크도록 설계되었다. 실험결과, 확장된 단부강판(Extended end-plate)을 사용한 보이음부의 경우 이음부 단부강판의 지레작용 및 볼트의 취성 파단 없이 중앙 보 모멘트가 단부 브래킷으로 효과적으로 전달되었다. 하지만, 보-기둥 접합부의 변형능력은 기둥면 보 플랜지 용접부의 취성파단으로 제한적이었다. 실험결과를 바탕으로, 기울어진 단부강판 이음부를 갖는 보-기둥 모멘트접합부의 내진설계를 위한 개선사항을 제안하였다.

• 한국강구조학회 논문집
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• 제24권4호
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• pp.461-468
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• 2012

P.E.B(Pre-Engineering Building) 시스템은 휨모멘트의 크기에따라 부재형상을 최적화한 변단면부재로 설계 사용하는 경제적인 시스템을 의미한다. 이러한 P.E.B 시스템에서 변단면부재의 접합은 일반 철골접합인 마찰접합이 어렵기 때문에 현장조립이 간편한 엔드플레이트 접합이 사용되고 있다. 지압형 인장접합인 엔드플레이트 접합방식은 국내 P.E.B 시스템의 가장 일반적인 접합방식이며, 이미 그 안정성이 안전하다고 판명되었다. 그러나 이러한 엔드플레이트 접합부의 현장볼트 체결시공에 있어서 엔드플레이트와 변단면보 또는 리브의 용접에 의한 열변형 등으로 인해 엔드플레이트의 수직불량이 발생하여 현장에서 설치된 접합부의 벌어짐 현상이 관측되고 있다. 따라서 본 연구에서는 엔드플레이트 초기접합 결함(간격)을 실험변수로 하여 휨모멘트를 받는 엔드플레이트 접합부의 볼트에 대한 허용내력을 조사하여 구조안정성 검토를 수행하였다.