• Title/Summary/Keyword: 경화부

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A study on the bonding strength of co-cured T800/epoxy composite-aluminum single lap joint according to the forming and additional pressures (동시 경화법으로 제조된 T800/에폭시 복합재료-알루미늄 단면겹치기조인트의 성형압력 및 부가압력에 따른 접착강도에 관한 연구)

  • Son, Dae-Sung;Bae, Ji-Hun;Chang, Seung-Hwan
    • Composites Research
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    • v.24 no.5
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    • pp.23-28
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    • 2011
  • In this paper, the bonding strengths of co-cured T800 carbon/epoxy composite-aluminum single lap joints with and without additional pressures were investigated using the pressure information induced by the fiber tension during a filament winding process. The specimens of all the tests were fabricated by an autoclave vacuum bag de-gassing molding being controlled forming pressures (absolute pressures of 0.1MPa, 0.3MPa and 0.7MPa including vacuum). A special device which can act uniform additional pressures on the joining part of the single lap joint specimen was designed to measure the bonding strengths of composite-aluminum liners of type III hydrogen pressure vessel fabricated by a filament winding process. After the three different additional pressures (absolute pressures of 0.1MPa, 0.3MPa and 0.7MPa) were applied to the specimens the effect of the additional pressures on the bonding strengths of the co-cured single-lap joints were evaluated.

Structural Performance of Stud Shear Connections using SHCC between Existing School Building Frame and Seismic Retrofitting Elements (기존 학교건물 골조와 내진보강요소 일체화를 위한 변형경화형 시멘트 복합체를 적용한 스터드 전단 접합부의 구조성능)

  • Kim, Sung-Ho;Yun, Hyun-Do
    • Journal of the Korean Institute of Educational Facilities
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    • v.20 no.4
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    • pp.35-43
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    • 2013
  • Some results of experimental investigation conducted to assess the effect of cement composite strength and ductility on the shear behavior and crack-damage mitigation of stud connections between existing reinforced concrete frame in school buildings and seismic strengthening elements from cyclically direct shear tests are described. The cement composite strengths include 50 for medium strength and 70 MPa for high strength. Two types of cement composites, strain-hardening cement composite (SHCC) and non-shrinkage mortar, are used for stud shear connection specimens. The special SHCCs are reinforced with hybrid 0.2% polyethylene (PE) and 1.3% polyvinyl alcohol (PVA) fibers at the volume fraction and exhibits tensile strain capacity ranging from 0.2 to 0.5%. Test result indicates that SHCC improves the seismic performance and crack-damage mitigation of stud shear connections compared with stud connections with non-shrinkage mortar. However, the performance enhancement in SHCC stud connections with transverse and longitudinal reinforcements is less notable for those without additional reinforcement.

KSR-III 복합재 가압탱크의 설계 및 제작

  • Kong, Cheol-Won;Yoon, Chong-Hoon;Jang, Young-Soon;Yi, Yeong-Moo
    • Aerospace Engineering and Technology
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    • v.2 no.2
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    • pp.124-132
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    • 2003
  • This paper described the structural design and the fabrication procedure of KSR-III composite pressure tank. The type of the composite pressure tank was COPV(Composite Overwrapped Pressure Vessel). A non-load sharing liner was made of aluminum 6061-0 and the liner provided a helium gas seal. The composite pressure tank was winded using T700 carbon/epoxy on the liner. Because the aluminum liner was thin, multiple cure cycles were applied to the filament winding technique. The multiple cure cycles prevented the liner-cylinder from losing a circular shape. A fitting force at the metallic boss was spread to the carbon fiber by a boss ring. The boss ring also prevented a local deformation at the boss part.

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Non-Prismatic Beam Element for Nonlinear Seismic Analysis of Steel Moment Frames I: Element Formulation (강재 모멘트 골조의 비선형 지진 해석을 위한 부등단면 보 요소 I: 요소개발)

  • Hwang, Byoung-Kuk;Jeon, Seong-Min;Kim, Kee-Dong;Ko, Man-Gi
    • Journal of the Korean Society of Hazard Mitigation
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    • v.7 no.5
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    • pp.27-35
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    • 2007
  • This study presents a non -prismatic beam element for modeling the elastic and inelastic behavior of the steel beam, which has the post-Northridge connections in steel moment frames that are subjected to earthquake ground motions. The elastic stiffness matrix for non-prismatic members with reduced beam section (RES) connection is in the closed-form. The plasticity model is of a discrete type and is composed of a series of nonlinear hinges connected by rigid links. The hardening rules can model the inelastic behavior for monotonic and random cyclic loading, and the effects of local buckling. Verification and calibration of the model are presented in a companion paper.

High Power Diode Laser를 이용한 금형재료의 표면처리에 따른 재료의 물성 평가

  • Hwang, Hyeon-Tae;Kim, Jong-Do;Song, Hyeon-Su;Kim, Yeong-Guk;Kim, Jong-Ha
    • Proceedings of the Materials Research Society of Korea Conference
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    • 2009.05a
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    • pp.41.1-41.1
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    • 2009
  • 최근 금형은 자동차뿐만 아니라 여러 산업에서 필수적이며 제품의 품질은 물론 제조원가에 막대한 영향을 미친다. 이러한 금형은 침탄, 질화, 고주파담금질등에 의해 표면처리 되어져 왔으나, 이와 같이 기존의 처리 방법은 모두 처리물 전체를 가열하거나 균일한 가열을 하지 못하기 때문에 변형의 문제와 처리후의 후가공의 경비 문제, 그리고 극히 일부분만 경화가 필요한 부품에는 적용하기 어려운 문제점이 있다. 이러한 문제를 해결할 수 있는 표면처리로서 레이저 표면처리 방법이 대두되고 있으며, 레이저 표면처리는 레이저 빔을 피처리물의 표면에 조사하고 적당한 속도로 이동을 하게 되면 레이저조사부위가 급속하게 가열되고 레이저빔이 통과한 후에는 표면의 열이 내부로 열전도 되어 급속히 자기냉각(Self-quenching)됨으로서 표면에 새로운 기계적 성질을 갖게 하는 표면처리법이다. 이와 같이 레이저를 이용한 표면처리로 기존의 CW Nd:YAG 레이저 열원보다 효율이 좋은 HPDL(High Power Diode Laser)를 이용한 고효율, 고기능 금형 표면처리 후 재료적 물성을 평가하고자 한다. 평가방법은 레이저빔의 조사속도 및 온도변화에 따른 표면처리부, 열영향부 그리고 모재 부분에 대한 경도특성 및 미세조직 변화를 관찰하였다. 또한 조사속도 및 온도변화에 대해 경화깊이를 관찰하였다.

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