• Title/Summary/Keyword: shear lap test

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A Study on Improvement of Thermal and Adhesion Properties of Stone/Wood Composites for Stone Bed using CNT-epoxy Adhesive (CNT/Epoxy 접착제를 이용한 돌침대용 석재/목재 복합재의 열적특성 및 접착특성 개선 연구)

  • Kim, Jong-Hyun;Shin, Pyeong-Su;Kwon, Dong-Jun;Moon, Sun-Ok;Park, Joung-Man
    • Composites Research
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    • v.29 no.5
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    • pp.276-281
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    • 2016
  • Improvement of the thermal and adhesion properties of stone/wood composites was studied. Tensile test was performed for wood and stone to know the basic mechanical properties. Real-time temperature of stone and wood was measured when stone and wood was heated. To compare thermal transfer properties of stone/wood composites, two types of specimens were tested: one was stone upper whereas another was wood upper. Real time temperature measurement and lap shear test were performed to know thermal and adhesion properties by using CNT-epoxy adhesive in which CNT was dispersed in epoxy adhesive uniformly. The thermal transfer property was better for the wood upper case than stone upper case. Adding CNT improved the heat transfer as well as mechanical properties including lap shear strength.

Improved Adhesion Strength of the Gradient Zn-Mg Coating on TRIP Steel (TRIP강에서 박막 깊이의 Mg 함량의 변화에 따른 밀착력에 관한 연구)

  • Song, Myeon-Gyu;Kim, Hoe-Geun;Lee, Sang-Yul
    • Proceedings of the Korean Institute of Surface Engineering Conference
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    • 2018.06a
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    • pp.136-136
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    • 2018
  • 듀얼 페이즈(DP) 강철과 같은 고강도강(HSS), TRIP강, TWIP강은 무게를 줄이고 자동차의 안전을 향상시키기 위해서 자동차 산업에서 광범위하게 쓰이고 있다. HSS강의 내부식성을 향상시키기 위해서, 향상된 박막 재료와 기존의 아연도금 공정을 대체하는 공정 방법이 필요하다. Zn-Mg 박막은 강의 부식 방지에 대한 강력한 후보이며, 물리적 기상 증착 공정(PVD)은 강의 Zn-Mg 박막의 증착을 위한 유망한 공정이다. 그러나 이전 연구에서 보고 된 바와 같이 Zn-Mg 박막은 Zn-Mg 박막의 높은 취성으로 인하여 Zn 박막에 비하여 접착력이 매우 불충분하였다. 따라서 본 연구에서는 Zn-Mg 박막의 첩착력을 향상시키기 위해 TRIP강 기판 위에 증발 증착법을 활용하여 Zn-Mg/Zn 이중층 박막을 합성하고 진공에서 열처리를 실시하여 박막의 깊이에 따른 Mg의 함량 변화를 유도하였다. Zn-Mg/Zn 박막 합성 시 EMH-PVD를 활용하여 증착하였으며, Zn 중간층을 모재와 Zn-Mg 층 사이에 증착하고 진공중에서 열처리를 실시하여 박막 내에서 Mg 함량의 기울기 변화가 박막의 밀착력에 주는 영향을 평가하였다. 증착된 박막은 FE-SEM을 통하여 미세조직과 박막의 두께를 분석하였고 line-EDS를 통하여 깊이에 따른 Zn와 Mg의 변화를 분석하였으며 XRD를 사용하여 합금상을 분석하였다. Lap shear test를 활용하여 박막의 밀착력을 정략적으로 분석하였다. FE-SEM 및 EDS 분석 결과 Zn-Mg/Zn 박막을 진공에서 열처리를 실시한 후 FE-SEM으로 분석한 결과 미세조직의 큰 차이는 보이지 않았으나, line-EDS 결과 Mg이 확산되는 것을 확인 할 수 있었다. XRD 분석 결과 확산한 Mg에 의해서 Zn상은 감소하고 $Mg_2Zn_{11}$, $MgZn_2$와 같은 합금상은 증가하는 것을 확인하였다. Lap shear test 결과 $200^{\circ}C$에서 열처리한 Zn-15wt.%Mg/Zn 박막의 경우 밀착력이 19 MPa로 열처리를 하지 않았을 경우(11 MPa)보다 향상되는 것을 확인하였다. 이러한 결과는 통하여 Zn-Mg 박막의 두께의 Mg의 함량 변화에 의해서 박막의 밀착력이 변화되는 것을 알 수 있다.

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Effect of Welding Condition on Tensile Properties of Friction Stir Lap Joint of Dissimilar Al Alloy, KS5J32/AA6K31 (이종 알루미늄 합금 KS5J32/AA6K31 겹치기 마찰교반 접합부의 인장성질에 미치는 접합조건의 영향)

  • Kim, Sang-Ju;Yoon, Tae-Jin;Song, Sang-Woo;Kang, Chung-Yun
    • Journal of Welding and Joining
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    • v.30 no.6
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    • pp.98-105
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    • 2012
  • The focus of this investigation is to evaluate the effect of joining parameter on the microstructure and mechanical properties of welds produced by friction stir lap welding. The dissimilar Al alloys, KS5J32 and AA6K31, were joined by friction stir lap welding technique under several welding conditions, and KS5J32 alloy was placed on the top of AA6K31 alloy. The tool rotation speeds were 1000, 1250, and 1500rpm, and the welding speeds were 100, 300, 500, 700mm/min, respectively. The results showed that two shapes of nugget, such as onion ring and irregular vortex type, were observed with various revolutionary pitch. In all welding conditions, fracture occurred at the soften region of bottom sheet(AA6K31) and the strengths were 64~78% of those of base metal. Fractured positions were classified into three types : HAZ, triple point, void depending on the revolutionary pitch. The actual thickness of specimen at the fractured location was decreased with decreasing heat input. A linear relationship exists between the effective thickness of fractured position and peak load.

Derivation of Plate Separation Criteria for Reinforced Concrete Members Strengthened with Steel Plates (강판으로 보강된 철근콘크리트 부재의 박리기준 유도)

  • 오병환;박대균;조재열
    • Proceedings of the Korea Concrete Institute Conference
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    • 2000.04a
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    • pp.745-750
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    • 2000
  • Steel plate bonding technique is most widely used in strengthening of existing concrete structures, but it has inherently a problem of the premature failure such as interface separation and rip off. So far, many studies have been arid out in the manner of laboratory tests for the reinforced concrete beams to find out he mechanism of the premature failure. However, in order to verify the characteristics of the premature failure, more reasonable local investigations are needed rather than such relatively global experimental works. In this study, therefore, the double lap test which simulate the pure shear loadings and the half beam tests which consider combined flexure-shear force have been done. There are, however, difficulties in getting the normal stress caused to premature failure, so that finite element analysis was performed, too. In numerical study, material nonlinearity was considered, and the interface element was applied to model the interface between steel plate and adhesive. From the results of experimental and numerical studies, a realistic failure criterion on the separation of steel plates has been derived.

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EFFECT OF SURFACE ROUGHNESS ON ADHESIVE STRENGTH OF HEAT-RESISTANT ADHESIVE RTV88

  • Cho, Tae-Min;Choo, Yeon-Seok;Lee, Min-Jung;Oh, Hyeon-Cheol;Lee, Byung-Chai;Park, Tae-Hak;Shin, Young-Sug
    • Proceedings of the KSME Conference
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    • 2008.11a
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    • pp.115-120
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    • 2008
  • In this study, effects of surface roughness on adhesive strength of heat-resistant adhesive RTV88 were examined. Sandblast was used to generate rough surfaces on aluminum adherends, and then tensile-shear tests of Al/RTV88 single lap joints were performed. The shear strength was shown to be affected by the surface roughness. Effective area, peel failure area, and cohesive failure area were introduced to explain the effects of surface roughness on the adhesive strength. An empirical relation for the failure force was proposed based on these parameters and verified by the test results.

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A Study on Flexural and Shear Behavior of the Structure with Steel Plate Concrete to Reinforced Concrete Member's Connection (철근 콘크리트와 강판 콘크리트 간 이질접합부로 구성된 구조물의 휨 및 전단거동 특성 연구)

  • Hwang, Kyeong Min;Lee, Kyung Jin;Lee, Jong Bo;Won, Deok Hee
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.32 no.5A
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    • pp.267-275
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    • 2012
  • This paper describes the experimental study on the structural behavior of the joint plane between a RC(Reinforced Concrete) wall and a SC(Steel Plate Concrete) wall under out-of plane flexural loads and in-plane shear loads. The test specimens were produced with L and I shape to assess efficiently flexural and shear behavior of the structures. In order to consider dynamic loads such as earthquake, cyclic loading tests were carried out. As results of the out-of plane flexural tests, ductile failure mode of vertical bars was shown under a push load and the failure load was more than nominal strength of the specimen. And the latter test was performed to verify the variation which was composition presence of horizontal bars in the SC member. The test results showed that capacity of the specimens was more than their nominal strength regardless of composition presence of horizontal bars.

Welding of Inconel Tube with Pulsed Nd:YAG Laser (펄스형 Nd:YAG 레이저 빔에 의한 Inconel Tube의 용접)

  • Kim, J.D.;Chang, W.;Chung, J.M.;Kim, C.J.
    • Journal of Welding and Joining
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    • v.17 no.1
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    • pp.82-87
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    • 1999
  • The basic remote sleeve repair-welding technology by the pulsed Nd:YAG laser for increasing the lifetime of the steam generator tube in a nuclear power plant has been developed. The relationship between the connection width and welding parameters have been investigated for the fundamental research to apply the sleeve-repair-welding technique to the nuclear industry. The Inconel 600 tube and Inconel 690 sleeve used for high temperature and high pressure service were welded as round lap welding by Nd:YAG laser. It was observed that the tensile shear strength, 340MPa of the welded specimen is equivalent to about 60% of that of the base metal (Inconel 600), 550MPa. The difference between the hardness of the base metal and that of the laser welds was about 10%. Ductile fracture was partly occurred in the weld but the cracking has not been observed. In spite of absence of the crack, the strength of welds was not sufficient in terms of the tensile shear strength.

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Experimental Study on the Failure Behavior of RC Octagonal Hollow Section Columns with Aspect Ratio of 4.0 and Longitudinal Steel Ratio of 2.36 ~ 4.71% (형상비 4.0이고 축방향철근비 2.36 ~ 4.71%인 팔각형 중공단면 철근콘크리트 기둥의 파괴거동에 관한 실험적 연구)

  • Ko, Seong-Hyun
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.26 no.6
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    • pp.102-111
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    • 2022
  • The aim of this study is to assess the seismic performance of octagonal hollow cross section reinforced concrete bridge pier, and to investigate the effect of longitudinal reinforcement ratios on the failure behavior. Four octagonal hollow section RC bridge columns of small scale model were tested under a quasi-static cyclically reversed horizontal load with constant axial load. The volumetric ratio of transverse spiral hoop of all specimens was maintained constant(0.206%), the ratios of longitudinal reinforcement were varied(2.36 ~ 4.71%). Failure behavior and seismic performance were investigated. Three specimens with the exception of lap spliced specimen showed flexure-shear failure at final stage. The test results with the exception of lap spliced specimen showed that the displacement ductility factor and accumulated energy dissipation decreased in inverse proportion to the ratio of longitudinal steel.

A Study on the Bond Properties of Carbon Fiber Sheets used for Strengthening Structures (구조물 보강용 탄소섬유쉬트의 부착특성에 관한 연구)

  • 황진석;김지영;백명종;박형철;박칠림
    • Proceedings of the Korea Concrete Institute Conference
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    • 1997.10a
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    • pp.653-658
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    • 1997
  • Recently, carbon Fiber sheet (CFS) is frequently used for strengthening deteriorated concrete structures. To strengthening damaged structures, the property and characteristic of the bond between CFS and the concrete surface must be understood. The tensile test of single lap shear specimen was performed to study bond strength, bond stress distribution and stress transfer between CFS and concrete surface according to the bond length. Based on the test results, there were ultimate influence length (UIL) in which bond stress was distributed, and ultimate strain reduction ratio (USRR) by which strain was reduced linearly. Bond resisting force (BRF) was estimated by UIL and USRR, and which was compared with ultimate loads. According to the results of comparison, it was shown that ultimate bond strength could be estimated reasonablely by BRF.

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Automotive Pre-primed Coatings with Automotive Structural Adhesive for Non-weldable Binding Process (자동차 구조용 접착제를 이용한 자동차용 Pre-primed 도료의 비용접식 접합공정 적용)

  • Moon, Je-Ik;Lee, Yong-Hee;Kim, Hyun-Joong;Noh, Seung Man;Nam, Joon Hyun;Kim, Min-Su;Kim, Jun-Ki;Kim, Jong-Hoon
    • Journal of Adhesion and Interface
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    • v.12 no.3
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    • pp.99-104
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    • 2011
  • Currently, automotive pre-primed coatings has been developed to overcome environmental regulations and to reduce manufacturing cost in automotive industry. By these reasons, an automotive pre-primed system has been investigated to remove the wash and pre-treatment process using a roll coating application. It is required to develop non-weldable pre-primed system for automotive structural adhesives, because pre-primed sheet coated with organic compounds is hard to be assembled by welding process. Primer 1 (polyester type) and primer 2 (urethane type) were designed to satisfy flexibility and formability for non-weldable pre-primed system. According to the results of physical property test of the primers, adhesion test such as single-lap shear test and T-peel test, primer 1 (polyester type) had better physical properties such as pencil hardness, solvent resistance, flexibility and adhesion with automotive adhesive than that of primer 2 (polyurethane type). In addition, the possibility of the non-weldable pre-primed system was applicable to automotive assembly process in place of welding process.