• Journal of Welding and Joining
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• 제16권3호
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• pp.64-73
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• 1998

This paper is concerned with defects detection and evaluation of heat affected zone (HAZ) in austenitic stainless steel type 304 by ultrasonic wave and neural network. In experiment, the reflected ultrasonic defect signals from artificial defects (side hole, vertical hole, notch) of HAZ appears as beam distance of prove-defect, distance of probe-surface, depth of defect-surface on CRT. For defect classification simulation, neural network system was organized using total results of ultrasonic experiment. The organized neural network system was learned with the accuracy of 99%. Also it could be classified with the accuracy of 80% in side hole, and 100% in vertical hole, 90% in notch about ultrasonic pattern recognition. Simulation results of neural network agree fairly well with results of ultrasonic experiment. Thus were think that the constructed system (ultrasonic wave - neural network) in this work is useful for defects dection and classification such as holes and notches in HAZ of austenitic stainless steel 304.

• 한국강구조학회 논문집
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• 제25권5호
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• pp.569-578
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• 2013

초고층 건축물의 RC 코아벽체 선행공법에서는 일반적으로 벽체와 철골보사이의 접합을 위해 강판을 벽체에 매입설치한다. 코어벽체에 설치한 매입강판에 철골보를 접합하기 위해서는 거셋플레이트(또는 단일판)을 사용하여 매입강판에 T-형으로 용접한다. 이에 용접입열에 의해서 매입강판은 열팽창과 용접변형이 발생하고 매입강판 주변 콘크리트 온도상승을 주어 구조적 안정성 평가가 필요하다. 이에, 본 연구에서는 매입강판과 거셋플레이트 사이의 용접자세(수평 및 수직자세), 콘크리트 타설후 용접시점 및 매입강판의 연단거리에 따른 매입강판 배면온도를 계측 하였다. 또한, 비정상 온도해석을 통하여 실험결과와 비교하였다. 다음으로 매입강판에 스터드앵커 접합한 후, Push-out 실험을 통한 구조성능을 조사하였다. 전단실험 결과 매입강판 용접열영향에 대해서 용접에 따른 최대하중은 14~19% 이내로 감소하였으며, 콘크리트 타설 후 용접시점에 따른 영향으로 타설 후 재령이 길수록 최대하중은 상승함을 알 수 있었다.

• 마이크로전자및패키징학회지
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• 제21권1호
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• pp.1-6
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• 2014

고출력 LED 패키지의 열적 경로(thermal path)를 줄이기 위해 플립칩 본딩법에 대한 연구가 활발히 진행되고 있다. 본 연구에서는 Au-Sn 열압착 본딩 및 Sn-Ag-Cu(SAC) 리플로우 본딩을 이용하여 본딩 특성 및 열적특성을 비교 평가 하였다. Au-Sn 열압착 본딩은 50 N에서 $300^{\circ}C$의 접합온도로 본딩하였고, SAC 솔더는 솔더페이스트를 인쇄한 후 리플로우법으로 피크온도 $255^{\circ}C$에서 30 sec에서 본딩하였다. SAC 솔더를 사용한 LED 패키지의 전단강도는 $5798.5gf/mm^2$로 Au-Sn 열압착 본딩의 $3508.5gf/mm^2$에 비해 1.6배 높았다. 파단면과 단면분석 결과 Au-Sn, SAC 솔더 모두 LED 칩 내부에서 파단이 일어나는 것을 관찰하였다. 반면 Au-Sn 열압착 본딩 샘플의 열저항은 SAC솔더 접합 샘플에 비해 낮았으며, SAC 솔더 접합부 내부의 기공에 의해 열저항이 커짐을 알 수 있었다.

• 콘크리트학회논문집
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• 제21권5호
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• pp.549-556
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• 2009

이 연구에서는 프리캐스트 콘크리트 구조시스템에서 기존에 사용되고 있는 벽체의 수직접합부의 시공 및 문제점을 최소화하기 위해 접합부의 폭을 100 mm에서 150 mm로 증가시키고 연결방식을 3가지로 하여 구조적 성능 및 적용성에 대해 분석하였다. 또한, 해석적으로 구조적 성능을 파악하기 위해 비선형 유한 요소 해석법으로 분석하였다. 분석 결과, 광폭형 연결부를 가진 접합부를 적용하였을 때, PC벽체에 가해지는 하중을 더 효율적으로 철근이 분담하여 내력이 증가하고 연성적인 거동을 하는 것으로 나타났다. 또한, 접합부 루프근의 단면적이 커질수록 그리고 철근 개수가 증가할수록 최대내력이 증가하며 광폭형 접합부 형식 중에 용접형-링형-C형의 순서로 내력이 큰 것으로 나타났다. 용접형의 경우 현장조건에 따른 변화가 발생할 수 있으므로 광폭형 연결 부위를 링형 접합부로 하는 것이 안정적인 거동을 하며 현장 용접의 철저한 품질관리가 필요하다.

• Journal of Welding and Joining
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• 제31권1호
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• pp.58-64
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• 2013

The following results were obtained, microstructures and tensile properties in arc brazed joints of DP(dual phase) steel using Cu-5.3wt%Sn insert metal was investigated as function of brazing current. 1) The Fusion Zone was composed of ${\alpha}Fe+{\gamma}Cu$ and Cu23Sn2. The reason for the formation of these solid solutions. Despite, Fe & Cu were impossible to solid solution at room temperature. It's melting & reaction to something of insert metal & Base Metal (DP Steel) by Arc. Brazing Process has faster cooling rate then Cast Process, Supersaturated solid solution at room temperature. 2) The increase Hardness of Fusion Zone was directly proportional to the rise of welding current. Because, ${\alpha}Fe+{\gamma}Cu$ phase (higher hardness than the Cu23Sn2.(104.1Hv < 271.9Hv)) Volume fraction was Growth, due to increasing the amount of base metal melting by High current. 3) The results of tensile shear test by Brazing, All specimens happen to fracture in Fusion Zone. On the other hand, when Brazing Current increasing tend to rise tensile load. but it was very small, about 26-30% of the base metal. 4) The result of fracture analysis, The crack initiate at Triple Point for meet to Upper B.M/Under B.M/Fusion Zone. This Crack propagated to Fusion zone. So ruptured by tensile strength. The Reason to in the fusion zone fracture, Fusion zone by Brazing of hardness (strength) was very lower then the base metal (DP steel). In addition the Fusion Zone's thickness in triple point was thin than the base metal's thickness in triple point.

• 한국표면공학회지
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• 제45권5호
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• pp.181-187
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• 2012

The Friction Stir Welding (FSW) has mainly been used for making butt joints in Al alloys. The development of Friction Stir Lap Welding (FSLW) would expand the number of applications. In this study, microstructures and mechanical properties of FSLW in A5052 alloy were investigated under varying rotating speed and probe length. Investigating the characteristics as FSLWed conditions were as below ; Failure Maximum load by shear fracture was increased proportional to the width of joint area, which was increased by input heat, stirring intensity in the case of 2.3 mm probe length. Tensile fracture occurred, and maximum load was determined due to side worm hole of joint area and softening of microstructure in the case of 3.0 mm probe length. In the case of 3.7 mm probe length, material hook and bottom worm hole were appeared at the end interface of joint area. The most sound FSLW condition with no defects was 3.0 mm probe length and 1500 rpm-100 mm/min. No defects were showed in 1500 rpm-100 mm/min and 1800 rpm-100 mm/min, but Vickers microhardness distribution in TMAZ/HAZ which was fracture zone was lower in 1800 rpm-100 mm/min than in 1500 rpm-100 mm/min. In this condition highest tensile strength, 215 MPa (allowable rate 78% of joint efficient) was obtained.

• 대한금속재료학회지
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• 제50권2호
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• pp.136-145
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• 2012

Resistance spot welding of TRIP780 steels was investigated to enhance understanding of weld fracture mode after tensile shear testing (TST) and L-shape tensile testing (LTT). The main failure mode for spot welds of TRIP780 steels was partial interfacial fracture (PIF). Although PIF does not satisfy the minimum button diameter (4${\surd}$t) for acceptable welds, it shows enough load carrying capacity of resistance spot welds for advanced high strength steels. In the analysis of displacement controlled L-shape tensile test results, cracks initiated at the notch of the faying surface and propagated through the interface of weldments, and finally, cracks change path into the sheet thickness direction. Use of the ductility ratio and CE analysis suggested that the occurrence of PIF is closely related to high hardness and brittle welds, which are caused by fast cooling rates and high chemical compositions of TRIP steels. Analysis of the hold time and weld time in a welding schedule demonstrated that careful control of the cooling rate and the size of a weld nugget and the HAZ zone can reduce the occurrence of PIF, which leads to sound welds with button fractures (BFs).

• Steel and Composite Structures
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• 제16권2호
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• pp.187-201
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• 2014

A new through-beam connection system for a concrete filled steel tube column to RC beam is proposed. In this connection, there are openings on the steel tube while the reinforced concrete beams are continuous in the joint zone. The moment and shear force at the beam ends can be transferred to column by continuous rebar and concrete. The weakening of the axial load and shear bearing capacity due to the opening of the steel tube can be compensated by strengthening steel tube at joint zone. Using this connection, construction of the joint can be made more convenient since welding and hole drilling in situ can be avoided. Axial compression and reversed cyclic loading tests on specimens were carried out to evaluate performance of the new beam-column connection. Load-deflection performance, typical failure modes, stress and strain distributions, and the energy dissipation capacity were obtained. The experimental results showed that the new connection have good bearing capacity, superior ductility and energy dissipation capacity by effectively strengthen the steel tube at joint zone. According to the test and analysis results, some suggestions were proposed to design method of this new connection.

• 한국자동차공학회논문집
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• 제7권9호
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• pp.195-202
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• 1999

The kinematic and complicance characteristics of torsion beam axle is structurally related to the location and section profile of torsion beam and the span from body mounting point to wheel center. This paper presents the effect of section properties in torsion beam on the structural characteristics and roll behavior of suspension. The structural characteristics is on the maximum stress on the welding area of torsion beam and the roll behavior is on roll steer and roll-camber of suspension which are important for controllability and stability in cornering. Four factors are used for the section design of torsion beam, which are thickness , midline length, are inner radius, and sector half angle . Through the structural and quasi-static analysis made for six torsion beam axle models, it can be noticed that roll steer and the structural durability of suspension are closely related to warping constant and shear center in section properties of torsion beam.

• 대한용접접합학회:학술대회논문집
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• 대한용접접합학회 2005년도 춘계학술발표대회 개요집
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• pp.25-27
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• 2005

Sn-9Zn solder balls were bonded to Cu and ENIG (Electroless Nickel/Immersion Gold) pads, and the effect of aging on their joint reliability was investigated. The interfacial products were different from the general reaction layer formed in a Sn-base solder. The intermetallic compounds formed in the solder/Cu joint were $Cu_{5}Zn_{8}$ and $Cu_{6}Sn_{5}$. After aging treatment, voids formed irregularly at the bottom side of the solder because of Sn diffusion into the $Cu_{5}Zn_{8}$ IMC. In the case of the solder/ENIG joint, $AuZn_{3}$ IMCs were formed at the interface. In the case of the Sn-9Zn/ENIG, the shear strength remained nearly constant in spite of aging for 1000 hours at $150^{\circ}C$. On the other hand, in the case of the Sn-9Zn/Cu, the shear strength significantly decreased after aging at $150^{\circ}C$ for 100hours and then remained constant by further prolonged aging. Therefore, the protective plating layer such as ENIG must be used to ensure the mechanical reliability of the Sn-9Zn/Cu joint.