• Computers and Concrete
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• 제17권5호
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• pp.639-653
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• 2016

The present article discusses the effect of the ratio of bridge surface to total shear surface, number of bridge areas and normal stress on the failure behavior of the planar non-persistent open joints. Totally, 38 models were prepared using plaster and dimensions of $15cm{\times}15cm{\times}15cm$. The bridge area occupied $45cm^2$, $90cm^2$ and $135cm^2$ out of the shear surface. The number of rock bridges increase in fixed area. Two similar samples were prepared on every variation in the rock bridges and tested for direct shear strength under two high and low normal loads. The results indicated that the failure pattern and the failure mechanism is mostly influenced by the ratio of bridge surface to total shear surface and normal stress so that the tensile failure mode change to shear failure mode by increasing in the value of introduced parameters. Furthermore, the shear strength and shear stiffness are closely related to the ratio of bridge surface to total shear surface, number of bridge areas and normal stress.

• 콘크리트학회논문집
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• 제24권4호
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• pp.399-406
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• 2012

철근콘크리트 보-기둥 접합부는 구조물 전체의 거동에 가장 크게 영향을 주는 부재 중 하나이다. 보와 기둥의 상대적인 강도 차이가 줄어들면서 지진에 의한 피해가 접합부에도 발생하고 있다. 지진하중과 같은 횡방향 반복하중이 작용하게 되면 접합부는 휨보다는 수직 혹은 수평방향 전단이나 부착에 대한 저항력이 중요하다. 따라서 접합부에 대한 내진설계는 설계자가 의도한 연성에 만족할 때까지 전단이나 부착에 대한 내력이 크게 감소하지 않는 수준의 설계가 요구된다. 하지만 인접보 소성힌지의 변형률 침투와 침투한 변형률의 영향으로 인해서 접합부의 변형이 발생하게 되고 접합부의 내력은 설계자의 요구 수준을 만족하지 못할 수도 있다. 이 논문에서는 부재 각 요소가 내부 접합부에 미치는 변형과 감소하는 전단내력을 파악하고 연성을 계산하는 모델을 제시하였다. 힘의 평형과 변형률 적합조건, 다른 연구자들의 이론을 참고하여 구축하였으며 모델을 실제 실험에 적용하였을 경우 타당한 범위 내에서 평가하였다. 다른 실험 데이터에 대한 추가적인 분석으로 불완전한 부분을 파악하고 개선하여 결과에 대한 오차를 줄이는 연구가 필요하다.

• 대한기계학회논문집A
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• 제22권4호
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• pp.905-915
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• 1998

Static tensile tests using adhesive-bonded single-lap joints of aluminum alloy were conducted to investigate the effect of geometric factor, overlap length, adherend thickness, adhesive thickness and material composition of adherend/adhesive on the strength of adhesive joint. The average applied shear stress at joint fracture decreased with increasing lap length. However increasing the adherend thickness resulted in a higher joint strength. Higher yield strength of adherend and lower elastic modulus of adhesive is advantageous to the adhesive joint. Newly proposed modified joint factor could be well evaluated the influence of lap length, adherend thickness and adhesive thickness on the bond strength for adhesive joints.

• 한국안전학회지
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• 제19권2호
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• pp.125-129
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• 2004

수화열에 의한 균열은 대규모 콘크리트 타설시 흔하게 접하는 문제이며 이에 대한 해결은 시공이음을 만드는 것이다. 일반적인 방법으로 접합면을 할석으로 처리 하나 이 작업은 번거롭고 품질의 일관성을 유지하기 쉽지 않다. 본 연구에서는 접합면을 3가지 방법으로 처리하여 접합면의 전단강도를 비교하기 위한 18개의 시험체에 대한 push-out실험을 수행하였다. 할석으로 접합면을 만든 시험체에 비해 리브라스를 이용한 시험체가 전단저항에 월등한 성능을 보여 주었으며 그리고 리브라스를 절곡하여 만든 전단키가 전단저항을 향상시키는데 큰 역할을 하였다.

• Journal of Welding and Joining
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• 제12권3호
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• pp.48-55
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• 1994

In this experiment, to find optimum brazing conditions for Cu/Stainless Steel brazing using filler metals of Ag-Cu-Zn-Cd system, first of all spreading ratio was tested on 304 stainless Steel and low carbon steel. And then shear test of brazed joint was executed. As the result of that, the shear strengths of brazed joints were the range of 60-90 MPa. Through microstructure analysis for brazed interface layer, We found as follows. Firstly interface layer increased as time increased. Secondly continuous layer of Ag-Cd compound was observed along the side of stainless steel. Also by means of EDS analysis for fracture surface, ductile fracture was occurred and precipitates on the fracture surface were found to include Cr, Mn, Si in Ag-rich phase.

• Steel and Composite Structures
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• 제34권6호
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• pp.803-818
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• 2020

Semi-rigid connections with blind bolts could solve the difficulty that traditional high strength bolts were unavailable to splice a steel/composite beam to a closed section column. However, insufficient investigations have focused on the performance of semi-rigid connection to square concrete filled double-skin steel tubular (CFDST) columns. In this paper, a component model was developed to evaluate the mechanical behavior of semi-rigid composite connections to CFDST columns considering the stiffness and strength of column face in compression and column web in shear which were determined by the load transfer mechanism and superstition method. Then, experimental investigations on blind bolted composite joints to square CFDST columns were conducted to validate the accuracy of the component model. Dominant failure modes of the connections were analyzed and this type of joint behaved semi-rigid manner. More importantly, strain responses of CFDST column web and tubes verified that stiffness and strength of column face in compression and column web in shear significantly affected the connection mechanical behavior owing to the hollow part of the cross-section for CFDST column. The experimental and analytical results showed that the CFDST column to steel-concrete composite beam semi-rigid joints could be employed for the assembled structures in high intensity seismic regions.

• 열처리공학회지
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• 제24권5호
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• pp.277-286
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• 2011

The spot weldability of metal joints between SD35 and SD30A steel was investigated. This study was aimed to determine the spot welding parameters (i.e. welding current and time) for reinforcement bar joint and to evaluate the weldability, mechanical strength, hardness and microstructure. The results indicated that shear strength and elongation of the welding joints at 12.5kA and 1000 ms were 26.7 $kgf/mm^2$ and 22%, respectively. And fracture distribution of them by using shear and tensile test showed 100% necking mode and 100% ductile mode, respectively.

• Journal of the Korean Wood Science and Technology
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• 제41권3호
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• pp.211-220
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• 2013

경골목조건축에서 못 접합부는 수평하중을 지지하고 전달하도록 설계되지만, 바람으로 인한 상향력처럼 인발하중에 직면하기도 한다. 본 연구에서는 경골목조건축에서 일반적으로 사용되는 구조재와 덮개로 구성된 못 접합부에 대하여 인발성능과 2면 전단시험을 통해 인발 및 측방하중에 대한 내력성능을 시험하고 설계기준에 부합되는 가를 평가하였다. 인발하중에 대한 내력성능은 부재의 비중에 의해 크게 좌우되었으며 I형장선의 경우 낮은 밀도에도 불구하고 높은 인발성능을 나타내었다. 최대 인발하중은 기준허용 최대 인발하중보다 매우 높게 나타났다. 전단성능도 비중이 큰 낙엽송과 오에스비로 구성된 접합부가 비중이 작은 SPF와 오에스비로 구성된 접합부보다 높은 성능을 나타내었으며 모두 기준설계치보다 높은 성능을 나타내었다. 접합부의 변형은 주로 못의 휨 변형에 의한 것으로 나타났으며 SPF와 오에스비로 구성된 접합부에서의 못의 휨 변형이 현저하게 나타났다.

• Journal of Welding and Joining
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• 제14권2호
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• pp.36-45
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• 1996

Fatigue strength of the spot welded lap joint is considerably influenced by corrosive environments. Particularly, the chloride and the sulfide are most injurious to strength of the spot welded lap joint. Therefore, there is a need to evaluate its effect to corrosion fatigue strength for safe life design of spot welded structures. In order to evaluate their corrosion fatigue strength, corrosion fatigue tests on the spot welded lap joints of the uncoated and the coated high strength steel sheets were conducted in air and in 10% NaCl solution. Corrosion fatigue strength of the uncoated specimens were entirely lower than the coated one in NaCl solution, but those of the coated specimens in NaCl solution were lower than in air. And stress distribution in single spon welded lap joint subjected to tension-shear load was investigated by the finite element method. Using these results, we tried to evaluate corrosion fatgue strength of the various spot welded lap joints with maximum stress $\sigma_{max}$ at edge on loading side of the spot welded lap joint. We could find that corrosion fatigue strength could be quantitatively and systematically rearranged by $\sigma_{max}$.

• 마이크로전자및패키징학회지
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• 제9권2호
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• pp.39-43
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• 2002

48 $\mu$BGA 패키지에 Sn-37Pb 공정 솔더와 Sn-0.7Cu, Sn-3.5 Ag, Sn-2.0Ag-0.75Cu, Sn-2.0Ag-0.7Cu-3.0Bi 4종류의 무연 솔더를 적용하여, 미세 솔더 볼의 경도와 조성에 따른 솔더 접합부의 전단강도에 대해서 연구하였다. 실험 결과, 솔더 볼의 짖눌림은 Sn-2.0Ag-0.7Cu-3.0Bi에서 0.043mm로 큰 경도값을 얻었다. 또한 전단 강도 값은 무연 솔더가 Sn-37Pb 솔더보다 높았으며, Sn-2.0Ag-0.7Cu-3.0 Bi에서 최대 52% 높은 값을 나타내었다.