• Proceedings of the Korean Institute of Surface Engineering Conference
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• 2018.06a
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• pp.104.1-104.1
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• 2018

열전소자는 열전현상을 이용한 재료로서 여기서 열전현상이란 열을 전기로 또는 전기를 열로 바꿀 수 있는 에너지 변환 현상을 의미한다. 그 중 Bi-Te계 열전소자는 $200^{\circ}C$이하의 온도에서 열전 효율이 우수하기 때문에 항공, 컴퓨터 등의 열전발전 또는 열전냉각 모듈에 널리 사용된다. 열전 모듈 제작시 Bi-Te 소자는 구리 기판에 접합하여 사용하게 되는데 이 때 솔더의 성분인 Sn과 기판의 Cu는 소자내로 확산하여 금속간 화합물을 형성한다. 이렇게 형성된 금속간 화합물은 접합강도를 저하시키는 원인뿐만 아니라 열전 성능을 저하시키는 원인이 된다. 본 연구에서는 이러한 접합강도와 열전성능의 저하를 막기 위해 BiTe 소자의 표면에 $4{\mu}m$두께의 Ni-P 도금 공정을 추가하여 Ni-P 도금층이 Cu와 Sn의 확산을 막는 방지층 역할을 하게 한다. 그리고 도금한 소자를 $3mm{\times}3mm{\times}3mm$로 커팅하여 구리 기판에 접합하여 열전 모듈을 제작하였다. 제작된 열전모듈의 단면을 EPMA분석한 결과 Ni-P 도금층이 확산방지층으로 잘 작용되었음을 확인하였다. 또한 접합강도 측정결과 도금을 하지 않은 Bi-Te소자에 비해 접합강도가 향상되었음을 확인하였다. 따라서 Ni-P도금을 실시함으로서 금속간 화합물 형성을 억제하고 열전모듈의 성능과 접합강도를 향상시킬 수 있었다.

• Journal of the Korea Concrete Institute
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• v.18 no.3 s.93
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• pp.405-414
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• 2006

In the present study, a numerical analysis was performed for interior connections of continuous flat plate to analyze the effect of design parameters such as column section shape, gravity load and slab span on the behavioral characteristics of the connections. For the purpose, a computer program for nonlinear FE analysis was developed, and the validity was verified. Through the parametric study, the variations of shear stress distribution around the connection were investigated. According to the result of numerical analysis, as the length of the cross section of column in the direction of lateral load increases and gravity load increases, the effective area and the maximum shear strength providing the torsional resistance decrease considerably. And as the slab span loaded with relatively large gravity load increases, the negative moment around the connection increases and therefore the strength of connection against unbalanced moment decreases. By considering the effect of design parameters on the strength of the connections, the effective shear strength to calculate the torsional moment capacity of connection was proposed and the effectiveness of the proposed shear strength was verified.

• Proceedings of the Korean Nuclear Society Conference
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• 1998.05b
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• pp.312-317
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• 1998

사용 후 핵연료 수송용기는 자유낙하 충돌사고에 대비해 양 끝단에 충격완충체를 부착하는데 이 충격완충체의 층격흡수특성은 수송용기의 구조적 안전성애 크게 영향을 미친다. 충격완충체의 층격흡수재를 감싸주는 철제 케이스와, 내부 격막판의 용접 접합부는 제작공정상 일부 부분이 부분접합 형태를 갖기 때문에 완전 접합된 부분이나 모재인 판재 부분에 비해 강도가 약하다. 따라서, 본 연구에서는 충격완충체의 부분접합부와 같은 조건의 접합상태를 고려한 용접시편의 시험을 통해서 충격완충체 케이스의 용접 접합부에 대한 접합강도와 기계적 특성을 분석하고, 접합부의 강도특성이 수송용기의 자유낙하 충돌거동에 미치는 영향을 예측하였다.

• Korean Journal of Materials Research
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• v.8 no.5
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• pp.429-435
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• 1998

무정형 PEEK 필름의 self-bonding 공정 시에 일어나는 결정화 현상이 접합 면에서 개발되어지는 self-bonding 강도에 미치는 영향을 주사전자현미경(SEM)을 이용하여 고찰하였다. 무정형 PEEK 필름의 결정화 현상은 접합 시의 공정변수에 따라 변화하며, self-bonding 공정 동안 접합 면을 가로질러 PEEK의 결정들이 성장함에 따라 접합이 일어남을 알 수 있었다. 접합온도가 높을수록 접합 면을 가로지르는 결정들의 성장 정도가 낮은 온도에서 접합시켰을 때의 경우보다 훨씬 커서 결과적으로 높은 self-bonding 강도를 보였다. 각각의 시편들을 전단 파괴시킨 후 행한 파단면 관찰에서는 self-bonding 강도가 점차 높아짐에 따라 더욱 조밀한 물결무늬 파면과 dimple 형태와 유사한 파면 형상들이 관찰되는 것으로 보아 접합공정 시 접합 면을 가로지르는 PEEK 결정들의 성장 정도가 self-bonding 강도에 커다란 영향을 미친다고 판단되었다.

• Composites Research
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• v.17 no.6
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• pp.14-21
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• 2004

Failure process, mode and strength of unidirectional composite single lap bonded joints were investigated experimentally with respect to bonding methods, those are, co-curing with and without adhesive and secondary bonding. The co-cured joint specimens without adhesive had the largest failure strength. Progressive failures along the adhesive layer occurred in the secondary bonded specimens. In the co-cured specimens with adhesive film which had better material strength and adhesion performance, delamination failure occurred and the joint strengths were less than those of secondary bonded specimens. Delamination failure did not occur in the secondary bonded specimens because of earlier crack growth and progressive failure in the adhesive layer. Therefore, failure strength of composite bonded Joints were not always proportionate to material strength and adhesion performance of the adhesive due to the weakness of delamination in composite materials. The effects of surface roughness, bondline thickness and fillets were also studied on secondary bonded specimens.

• Journal of Korean Society of Steel Construction
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• v.29 no.5
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• pp.341-352
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• 2017

Well designed group bolted connections can exhibit excellent ductile behavior through the bearing mechanism until the occurrence of shear rupture in the bolt or in the connecting plate. This excellent ductility can be utilized in favor of economical connection design. In this study, comprehensive tests on single-bolt bearing connections were conducted and analyzed considering bearing boundary conditions. The primary objective was to propose a generalized bearing strength and load-deformation relationship that can be used for designing group-bolted connections. To this end, new bearing strength formula, deformation limits as well as new load-deformation relationship were first proposed. Especially the proposed load-deformation relationship can reflect the stiffness, strength, and geometrical boundary conditions of the joint. The proposed formula and relationship are validated based on test results.

• Magazine of the Korea Concrete Institute
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• v.3 no.2
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• pp.123-132
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• 1991

The purpose of this study was to Investigate the effects of bent - up bar Within beam - column 1lint core with High - Strength Concrete up to 800kg/$cm^2$. To achieve these objectives, 5 specimens were designed and tested under monotoric loading and reversed cyclic loadings. The primary variables were the number of bent-up bars, compressive strength of concrete and loading patterns. The results showed that the load capacity of specimen subjected to monotonic loading had more large than that of specirnn subjected to reversed cyclic loadings and the bent - up bar within joint core could prevented the crack at the joint face from propagating into the pint core but the failure was concentrated at the face of beam - column pint. Thus the study on flexural strength ratio should be accomplished before using bent - up bars within the joint core.

• Korean Journal of Materials Research
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• v.6 no.5
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• pp.532-539
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• 1996

동과 동을 저온에서 단시간내에 접합시키는 가능성을 검토하기 위해서 직류 자기 스퍼터링을 이용한 코팅한 주석 및 주석-잡 합금층을 중간층으로 사용하였다. 접합은 대기중 200-35$0^{\circ}C$의 온도에서 수행되었고 접합온도에 도달직후 바로 냉각하였다. 접합 계면에는 액상의 주석과 고상의 동간의 반응에 의해 n-상(Cu6Sn5) 및 $\varepsilon$-상(Cu3Sn)으로 구성된 금속간화함물 층이 형성되었다. 전단강도로 측정된 접합강도는 접합온도에 따라 비례적으로 증가하지만 30$0^{\circ}C$ 이상에서 감소하였다. 접합강도는 2.8-6.2MPa 범위로 나타났으며, 중간층합금 성분에 따른 접합계면에서의 금속간화합물의 생성거동과 관련지어 설명되었다. 실험결과 실용적인 접합법으로서 저온 단시간 접합의 가능성이 확인되었다.

• Journal of the Earthquake Engineering Society of Korea
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• v.11 no.5
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• pp.1-9
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• 2007

This study summarizes the results of a research project aimed at investigating the inelastic rotation capacity of beam-column connections of reinforced concrete moment frames. A total of 91 test specimens for beam-column joint connections were examined in detail, and 28 specimens were classified as special moment frame connections based on the design and detailing requirements in the ACI 318-02 Provisions. Then the acceptance criteria, originally defined for steel moment frame connections in the AISC-02 Seismic Provisions, were used to evaluate the joint connections of concrete moment frames. Twenty-seven out of 28 test specimens that satisfy the design requirements for special moment frame structures provide sufficient strength and are ductile up to a plastic rotation of 0.03 rad. without any major degradation in strength. Joint shear stress, column-to-beam flexural strength ratio, and transverse reinforcement ratio in a joint all play a key role in good performance of the connections.

• Journal of the Microelectronics and Packaging Society
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• v.20 no.2
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• pp.17-22
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• 2013

We investigated the optimum bonding conditions for thermo-compression bonding of electrodes between flexible printed circuit board(FPCB) and rigid printed circuit board(RPCB) with Sn-58Bi solder as interlayer. In order to figure out the optimum bonding conditions, peel test of FPCB/RPCB joint was conducted. The peel strength was affected by the bonding conditions, such as temperature and time. The fracture energies were calculated through F-x (Force-displacement) curve during peel test and the relationships between bonding conditions and fracture behaviors were investigated. The optimum condition for the thermo-compression bonding with Sn-58Bi solder was found to be temperature of $195^{\circ}C$ and time of 7 s.