• Title/Summary/Keyword: 접합강도

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SPRC 강판의 표면전처리 공정에 따른 에폭시 접착부 특성 평가

  • Kim, Hae-Yeon;Kim, Min-Su;Kim, Jong-Hun;Kim, Mok-Sun;Kim, Jun-Gi
    • Proceedings of the Materials Research Society of Korea Conference
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    • 2011.05a
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    • pp.56.2-56.2
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    • 2011
  • 최근 철강, 알루미늄, 이종재료의 접합 등 용접이 어려운 부분에 구조용 접착제의 적용이 증가하고 있는 추세이다. 이를 위해 변성 에폭시레진을 활용한 고접합 강도, 고인성의 구조용 접착제가 연구되어 지고 있다. 피착제의 표면처리는 접합부의 접합강도를 향상시키는 방법으로 알려져 있으나 최근의 구조용 접착제는 표면 전처리 없이도 우수한 접착 특성을 보이는 것으로 기대되고 있다. 본 연구에서는 변성레진에 대해서 각종 표면처리가 접합부 특성에 미치는 영향을 조사하였다. 피착제로는 자동차용 냉연강판인 SPRC440을 사용하였고, 전처리로는 무처리 상태, SiC연마지를 이용한 연마, 아르곤 및 산소가스를 이용한 마이크로웨이브 플라즈마 표면처리, 산세 등의 표면처리를 실시하였다. 에폭시 접착제는 변성 에폭시 레진과 경화제 및 촉매제를 이용하여 직접 포뮬레이션하였다. 단일 겹치기 전단강도 시험과 T-Peel 시험은 각각 ASTM D 1002 규격에 따라 준비하였으며 인장 시험 후 파면은 SEM으로 관찰하였다.

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Fatigue Strength of Composite Joint Structures Reinforced by Jagged Shaped Stainless Steel Z-pins (요철 형상의 스테인레스강 Z-핀으로 보강된 복합재 접합 구조물의 피로강도)

  • Choi, Ik-Hyeon;Lim, Cheol-Ho
    • Journal of the Korean Society for Aeronautical & Space Sciences
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    • v.41 no.12
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    • pp.967-974
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    • 2013
  • Recently the authors had proposed the z-pinning patch concept to simply manufacture z-pinned composite structures at industrial production site and manufactured composite single-lap shear joint specimens using the concept. Through static tensile test on the specimens they had obtained 54~68% improvement of the joint strength. As a sequential study of it, in this study, fatigue test has performed to measure an improvement of joint strength under cyclic loading. The z-pin's material is stainless steel and its surface was specially machined into zagged shapes and chemically corroded to increase the connection force with composite materials. Approximately 98~125% improvement of the joint strength under cyclic loading was obtained.

The Structural Behavior of Strong Axis Connections by Type of Weak Axis Connection - In Case of Loading Gravity Load - (약축 접합부 형식에 따른 강축 접합부의 구조적 거동 - 연직하중이 작용하는 경우 -)

  • Kim, Sang Seup;Lee, Do Hyung;Ham, Jeong Tae
    • Journal of Korean Society of Steel Construction
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    • v.16 no.2 s.69
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    • pp.275-284
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    • 2004
  • The behavior of the connection for beam-to-column weak axis connection and its details should be identified. Thus, each element is considered a panel zone, and the horizontal stiffener's presence or absence and position in bracket-type welding connection are used as variables to compare the behavior of strong axis connection and weak axis connection. In this study, the strength of connection is calculated by substituting the simple beam-strengthened vertical stiffeners for connection in the presence of horizontal stiffeners. In the absence of horizontal stiffeners, the strength of connection can be calculated using local flange bending strength considering local web yielding strength, web crippling, and web buckling strength. The results of the theoretical analysis and experiments are compared.

Strength of Reinforced Concrete Beam-Column Assembles Subjected to Seismic Loading (지진하중을 받는 철근콘크리트 접합부의 강도)

  • Lee, Jung-Yoon;Chai, Hyee-Dai
    • Journal of the Earthquake Engineering Society of Korea
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    • v.10 no.5 s.51
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    • pp.25-33
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    • 2006
  • This paper provides a method to predict the ductile capacity of reinforced concrete beam-column joints that fail in shear after the plastic hinges occur at both ends of the adjacent beams. After the plastic hinges occur at both ends of the beams, the longitudinal axial strain at the center of the beam section in the plastic hinge region abruptly increases because the neutral axis continues to move upward toward the extreme compressive fiber and the residual strain of the longitudinal bars continues to increase with each cycle of inelastic loading. An increase in the axial strain of the beam section after flexural yielding widens the cracks in the beam-column joints, thus leading to an decrease of the shear strength of the beam-column joints. The proposed method takes into account shear strength deterioration in the beam-column joints. In order to verify the shear strength and the corresponding ductility of the proposed method, test results of 52 RC beam-column assembles were compared. Comparisons between the observed and calculated shear strengths and their corresponding ductilities of the tested assembles, showed reasonable agreement.

Microstructure and Fracture Strength of Si3N4 Joint System (질화 규소 접합체의 미세구조와 파괴 강도에 관한 연구)

  • 차재철;강신후;박상환
    • Journal of the Korean Ceramic Society
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    • v.36 no.8
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    • pp.835-842
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    • 1999
  • Si3N4 -Si3N4 joints were made using Ag-Cu-Ti and Ag-Cu-In-Ti via brazing method and the change in joint strength was investigated after heat treatment at $400^{\circ}C$ or $650^{\circ}C$ for up to 2000h. The initial strength of as-brazed joints with Ag-Cu-In-Ti was lower but the reduction of the strength was less dramatic than that with Ag-Cu-Ti. The joints made of a new brazing alloy Au-Ni-Cr-Mo-Fe which is developed for high temperature applications were heat-treated at $650^{\circ}C$ for 1000h. As the heat treatment time increased the bond strength increased. The results of the joining system with Mo or Cu interlayer showed that the strength of the joint with Mo interlayer was higher but the system incurred problems in joint production Also it was found from oxidation experiment that Ti and In affected the oxidation resistance of brazing alloy.

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Characteristic of Mechanical Clinching for Al5052 to High-Strength Steels (Al5052 합금소재와 고장력강판의 이종재료 클린칭 접합특성)

  • Lee, Chan-Joo;Lee, Sang-Kon;Lee, Seon-Bong;Kim, Byung-Min
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.34 no.8
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    • pp.997-1006
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    • 2010
  • For manufacturing modern cars, so-called multi-materials, such as aluminum alloy with high-strength steels, are used. For obtaining such materials, a new joining method is required to achieve the multi-material design. Mechanical clinching is one of joining methods used to join the dissimilar materials. The objective of this study is to investigate the characteristics of mechanical clinching of Al5052 alloy to high-strength steels (SPFC440, 590, 780). Using FE-analysis and clinching experiment, the joinability of Al5052 alloy to high-strength steel is evaluated by geometrical shape of mechanical clinched joint, such as neck-thickness and undercut. Further, the joint strength is evaluated by performing a single-lap shear test. The upper high-strength steel SPFC780 was not clinched because of the necking of the upper sheet. The joint strength increased with increasing strength of the upper sheet. For the lower high-strength steel sheet, the joinability and joint strength decreased with increasing strength of the lower sheet.

The Effect of Processing Variables on Self-Bonding Strength in Amorphous PEEK Films (비정질 PEEK 필름의 Self-Bonding강도에 미치는 제조공정변수의 영향)

  • Jo, Beom-Rae;Kardos, J.L.
    • Korean Journal of Materials Research
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    • v.5 no.2
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    • pp.191-196
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    • 1995
  • Self-bonding strength developed at the interface of amorphous PEEK films is highly sensitive to the processing variables(time, temperature, and pressure) during the bonding process. In order to examine the effects of these processing variables, amorphous PEEK films were bonded at various bonding conditions and the resultant interfacial bond strengths were measured using a modified single lap-shear test. Experimental results showed that the developed self-bonding strength increases with increase in bonding temperature and is directly proportional to the bonding time raised to the 1/4 power. The applied pressure seems only to produce better wetting at the beginning stage of the bonding process. Conclusively, the self-bonding of amorphous PEEK films provides a great potential for developing excellent bond strength approaching the strength of the parent material without any adhesives in structural applications.

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Influence of Flip Chip Bonding Conditions Using Anisotropic Conductive Adhesive(ACA) in the Fabrication of RFID Tag (RFID tag의 제작 공정에서 비등방 전도성 접착제를 사용한 flip chip bonding 조건의 영향)

  • Lee, Jun-Sik;Kim, Jeong-Han;Kim, Mok-Sun;Lee, Jong-Hyeon
    • Proceedings of the KWS Conference
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    • 2007.11a
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    • pp.223-226
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    • 2007
  • 본 연구에서는 Ag anisotropic conductive adhesive(ACA)의 종류, 경화 조건 및 안테나 패턴의 재질에 따른 flip chip bonding된 RFID die의 접합부 신뢰성이 조사되었다. 접합강도 측정에 의하여 접합강도가 최적화되는 공정 시간을 결정할 수 있었으며, 그러한 최적의 공정조건에서는 paste-type Ag ink로 인쇄된 안테나 상에서의 RFID die의 접합강도가 Cu 재질 안테나에 비해 상대적으로 높게 측정됨을 알 수 있었다. RFID tag의 인식거리 측정 시험을 통하여 적절한 경화 조건이 적용된다면 안테나의 재질이 인식거리 변화에 가장 주요한 영향을 미치는 인자임을 알 수 있었다. 아울러 Cu 안테나 패턴은 RFID die의 접합 과정에서 곡률을 가지며 휘어지면서 인식거리와 관련된 long-tem reliability를 악화시킬 수 있음을 관찰할 수 있었다.

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열압착 공정을 통해 형성된 나노와이어와 금속전극간의 기계적/전기적 접촉특성 분석

  • Lee, Won-Seok;Park, In-Gyu;Lee, Ji-Hye
    • Proceedings of the Korean Vacuum Society Conference
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    • 2012.02a
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    • pp.536-536
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    • 2012
  • 나노와이어는 센서, 메모리소자, 태양전지등과 같은 다양한 소자로 응용이 되고 있다. Bottom-up 방법으로 길러진 나노와이어들을 금속전극 위에 정렬 및 접합시킬 때, 나노와이어와 금속전극간의 기계적 접합강도와 안정적인 전기적 특성이 매우 중요하다. 본 연구에서는 열압착 공정과 솔더전극(Cr/Au/In/Au, Cr/Cu/In/Au)을 사용함으로써, 나노와이어를 금속전극에 압입시켜 강한 기계적 접합강도와 안정적인 전기적 특성을 얻을 수 있는 공정을 제안하였다. 나노와이어와 금속 전극간의 접합부 분석을 위해 scanning electron microscopy (SEM)와 transmission electron microscopy (TEM)을 이용하였으며, 기계적 특성은 lateral force microscopy (LFM), 전기적 특성은 semiconductor analyzer (Keithley 4200-SCS)를 사용하여 측정하였다. 접합강도 측정결과 lateral force가 나노와이어에 가해질 때 나노와이어가 파괴되는 힘에서도 나노와이어와 금속전극간의 접합부파괴가 일어나지 않았다. 또한 나노와이어와 금속전극간의 전기적 접촉특성은 안정적인 ohmic contact을 이루었다.

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Joining High-Strength Steel and Al6061 Sheet Using Hole Clinching Process (Hole 클린칭을 이용한 고장력강판과 Al6061 이종소재의 접합)

  • Ahn, Nam-Sik;Lee, Chan-Joo;Lee, Jung-Min;Ko, Dae-Cheol;Lee, Seon-Bong;Kim, Byung-Min
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.36 no.6
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    • pp.691-698
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    • 2012
  • The joining of aluminum and HSS (high-strength steel) by the conventional clinching process is limited by the low formability of HSS. Defects in the clinching joint, such as necking of the upper sheet, cracks, and lack of interlocking, are produced by the different ductility properties of HSS and aluminum. In this study, we propose the hole clinching process for joining Al6061 and SPFC440, in which deformation of SPFC440 is avoided by drilling a hole in the SPFC440. The dimensions of the interlocking in the hole-clinched joint necessary to provide the required joint strength were determined. Based on the volume constant of the hole clinching process, the shapes of the tools were designed by finite element (FE)-analysis. A hole clinching experiment was performed to verify the proposed process. A cross-section of the joint showed good agreement with the results of the FE-analysis. The lap shear strength was found to be 2.56 kN, which is higher than required joint strength.