• 한국지반공학회:학술대회논문집
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• 한국지반공학회 1998년도 봄 학술발표회 논문집
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• pp.159-172
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• 1998

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2001년도 봄 학술발표회 논문집
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• pp.323-330
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• 2001

The existing bonding methods of steel pipe piles into pile caps have many problems during construction or design. To overcome these, the composite bonding method of the bolting type and the welding type are proposed in this stud\ulcorner. The full scale test and the numerical analysis using finite element method were performed to verify the function of them. As results, the method of the filled with concrete in steel pipe piles head was good effective to increse strength. And the composite bonding methods are effective to protect the damage caused by earthquake than the bolted bonding method. Also, the composite bonding methods are cheaper than the existing bonding methods and a good construction as well.

• 한국지반공학회지:지반
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• 제14권6호
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• pp.57-71
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• 1998

기존의 강관말뚝 머리보강 방법은 대부분 현장제작. 인력으로 강관말뚝을 절단, 그리고 현장용접을 하는데, 이를 각각 공장제작, 자동으로 강관말뚝을 절단, 그리고 볼트조임으로 대체한 볼트식 강관말뚝 머리보강 방법(Bolted Bonding Method : BBM)을 개발하여 현재 사용 중에 있다. 구조검토와 실내시험으로 부터, 볼트식 강관말뚝 머리보강에 대한 설계 및 구조검토 식을 제안하며, 현장 시공성과 경제성을 비교하기 위하여 기존과 볼트식 강관말뚝 머리보강 방법을 고속도로 교량기초에 적용하였다. 시험결과로부터, 공장제품을 사용하는 볼트식 방법은 현장에서 용접하는 기존 방법보다 품질 관리가 용이할 뿐만 아니라 5~10배 이상 작업시간을 단축시킬 수 있었다. 그리고 8개 보강철근을 사용하는 볼트식 방법이 12개를 설치하는 기존의 방법보다 확대기초 철근조립이 매우 용이하였다. 또한 볼트식 방법은 용접 방법보다 말뚝 개당 평균 50%, 그리고 속채움 콘크리트 방법보다 평균 9% 공사비가 절감되었다.

• 한국지반환경공학회 논문집
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• 제8권3호
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• pp.41-49
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• 2007

강관말뚝과 확대기초를 연결하는 대표적인 두부보강공법은 +자 보강 덮개판을 이용한 볼트식 말뚝두부 보강방법이다. 본 논문에서는 실물 크기의 +자 보강 덮개판을 이용한 말뚝머리 보강방법과 훅타입의 새로운 말뚝 두부보강공법을 적용한 실물크기의 확대기초를 제작하여 연직재하시험과 수평재하시험을 수행하여 말뚝두부 결합부의 안정성을 평가하였다. 실물모형 기초의 연직재하 시험결과 볼트타입 및 훅타입으로 보강된 말뚝기초는 강관말뚝 재료의 항복내력을 8.5~21% 초과하는 것으로 나타나 압축력에 대해 충분한 안전성을 확보하고 있는 것으로 확인되었다. 수평재하 시험결과 훅타입 두부보강장치의 최대 파괴하중은 41.1tonf으로 볼트타입 두부보강 시험체에 비해 약 33%정도 크게 나타났다.

• 한국산업융합학회 논문집
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• 제9권3호
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• pp.183-190
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• 2006

Generally, application of steel pile as deep foundation member needs specials requirement for the connection method between steel pipe and concrete footing. To investigate real compressive behavior of connection member between steel pipe pile and concrete footing, three specimens were tested with carefully designed experimental system. Main test variable is the connection method between steel pipe pile and concrete footing. The bolted bonding method and hook bonding method was considered as the connection method in this study. From the test results gained from experiment, it was conformed that two types of connection method have the almost same compressive resistance capacity. Therefore, we can conclude that these two connection methods can be used as the strengthening method to verify the compressive composite action of concrete and steel pipe pile.

• Structural Monitoring and Maintenance
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• 제4권3호
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• pp.237-253
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• 2017

Among various structural health monitoring technologies, impedance-based damage detection has been recognized as a promising tool for diagnosing critical members of civil structures. Since the piezoelectric transducers used in the impedance-based technique should be bonded to the surface of the structure using bonding layers (e.g., epoxy layer), it is hard to maintain the as-built condition of the bonding layers and to reconfigure the devices if needed. This study presents an experimental investigation by using magnetically attached PZT-interface for the impedance-based damage detection in bolted girder connections. Firstly, the principle of the impedance-based damage detection via the PZT-interface device is outlined. Secondly, a PZT-interface attachment method in which permanent magnets are used to replace the conventional bonding layers is proposed. Finally, the use of the magnetic attraction for the PZT-interface is experimentally evaluated via detecting the bolt-loosening events in a bolted girder connection. Also, the sensitivity of impedance signatures obtained from the PZT-interface is analyzed with regard to the interface's material.

• 한국복합재료학회:학술대회논문집
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• 한국복합재료학회 2005년도 추계학술발표대회 논문집
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• pp.57-60
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• 2005

Composite-to-aluminum joins were tested to get failure loads and modes for three types of joins; adhesive bonding, bolt fastening, and adhesive-bolt hybrid joining. Film type adhesive FM73 and paste type adhesive Cytec EA9394S were used for aluminum and composite bonding to make a double-lap joint. A digital microscope camcorder was used to monitor the failure initiation and propagation. It was found that the hybrid joining is an effective method to strengthen the joint when the mechanical fastening is stronger than the bonding as in the case of using the paste type adhesive. On the contrary, when the strength of the bolted joint is lower than the strength of the bonded joint as in the joint with the film type adhesive, the bolt joining contribute little to the hybrid joint strength.

• Steel and Composite Structures
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• 제23권4호
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• pp.385-397
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• 2017

Currently, CFRP (Carbon Fiber Reinforced Polymer) plate bonding is used quite extensively as a strengthening method. In this technique, a composite CFRP plate or sheet of relatively small thickness is bonded with an adhesion material to steel or concrete structure in order to improve its structural behavior and strength. The sheets or plates do not require much space and give a composite action between the adherents. In this study, the rotation capacity of CFRP-strengthened cold-formed steel (CFS) beams has been evaluated through numerical investigation. Studies on different structural levels have been performed. At the beam level, C-section has been adopted with different values of profile thickness, web height, and flange width. At the connection level, a web bolted moment resistant type of connection using through plate has been adopted. In web-bolted connections without CFRP strengthening, premature web buckling results in early loss of strength. Hence, CFRP sheets and plates with different mechanical properties and geometric configurations have been examined to delay web and flange buckling and to produce relatively high moment strength and rotation capacity. The numerical results reveal that CFRP strengthening may increase strength, initial stiffness, and rotation capacity when compared with the case without strengthening.

• 한국구조물진단유지관리공학회 논문집
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• 제12권1호
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• pp.91-100
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• 2008

다단계 온도프리스트레싱 공법은 기존의 프리스트레싱 공법과 단면접합공법의 장점을 이용한 새로운 개념의 프리스트레싱 공법으로 프리스트레싱용 커버플레이트를 다단계로 가열하여 거더의 하부플랜지에 고장력볼트로 접합한 뒤, 열원을 제거하여 발생하는 다단계 수축력을 보강에 필요한 프리스트레싱력으로 이용한 공법이다. 본 연구는 다단계 온도프리스트레싱 공법의 실제적인 적용성 평가를 위하여 다단계 가열을 위한 가열 장비의 가열성능 평가 실험을 실시하였으며, 라멘형 강거더 임시교량을 제작하고 다단계 온도프리스트레싱 공법을 적용하여 도입 프리스트레싱력을 확인하였다. 또한, 트럭을 이용한 하중재하 실험을 실시하여 구조해석 결과와 비교하였다.

• 마이크로전자및패키징학회지
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• 제25권2호
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• pp.9-17
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• 2018

Aluminum (Al) and its alloys have been used widely in a variety of industries such as structural, electronic, aerospace, and particularly automotive industries due to their lightweight characteristic, outstanding ductility, formability, high oxidation and corrosion resistance, and high thermal and electrical conductivity. Al have different kinds of alloys according to the various additional elements system and they should be selected properly depending on their effectiveness and suitability for their particular purpose. The major elements for Al alloys are silicon (Si), magnesium (Mg), manganese (Mn), copper (Cu), and zinc (Zn). In order for Al alloys to use for each industry, it is necessary to study of Al to Al joining and/or the Al to dissimilar materials joining to combine the individual parts into one. Many studies on joining technologies about Al to Al and Al to dissimilar materials have been performed such as press joining, bolted joint, welding, soldering, riveting, adhesive bonding, and brazing. This study reviews a variety of Al alloys and their joining method including its principles and properties with recent trends.