• 제목/요약/키워드: Structural Adhesive

검색결과 313건 처리시간 0.039초

돔 분리형 연소관의 접착 길이에 따른 체결부의 구조해석 (Structural analysis of joint part by adhesive length of a composite pressure vessel with separated dome)

  • 전광우;신광복;황태경
    • 한국추진공학회:학술대회논문집
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    • 한국추진공학회 2011년도 제37회 추계학술대회논문집
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    • pp.933-937
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    • 2011
  • 돔 분리형 복합재 연소관의 접합 체결부 최적의 설계 길이를 결정하기 위해 접합부 길이변화에 따른 구조해석을 수행하였다. 이때, 접착 체결부의 길이는 50mm에서 300mm의 범위를 갖는다. 무응력상태의 초기 접합부 길이대비 응력구배가 발생하는 구간의 길이를 "응력구배 길이 비"로 정의하고 이를 목적함수로 선정하였다. 구조해석 결과 접착 체결부의 길이가 200mm 이상으로 증가할 경우 응력구배 길이 비의 증가가 서서히 나타남을 확인하였다. 이는, 접착 체결부에 적용되는 2,500psi 내압에서 구조적 안전성을 확보하는 최적화된 접착 체결부의 길이가 200mm임을 의미한다.

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충전재가 함유된 단일겹치기 접착 조인트의 열적 특성에 관한 연구 (Thermal Characteristic of the Tubular Single tap Adhesively Bonded Joint bonded with filler containing epoxy adhesive)

  • 김진국;이대길
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2001년도 춘계학술대회논문집A
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    • pp.370-376
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    • 2001
  • When an adhesive joint is exposed to high environmental temperature, the tensile load capability of the adhesive joint decreases because the elastic modulus and failure strength of structural adhesive decrease. The thermo-mechanical properties of structural adhesive can be improved by addition of fillers to the adhesive. In this paper, the elastic modulus and failure strength of adhesives as well as the tensile load capability of tubular single lap adhesive joints were experimentally and theoretically investigated with respect to the volume fraction of filler (alumina) and the environmental temperature. Also the tensile modulus of the fille containing epoxy adhesive was predicted using a new equation which considers filler shape, filler content and environmental temperature. The tensile load capability of the adhesive joint was predicted by using the effective strain obtained from the finite element analysis and a new failure model, from which the relation between the bonding length and the crack length was developed with respect to the volume fraction of filler.

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탄소섬유시트의 전단부착강도에 관한 연구 (Adhesive Shear Strength of Carbon Fiber Sheet)

  • 김윤철
    • 한국구조물진단유지관리공학회 논문집
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    • 제12권1호
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    • pp.109-116
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    • 2008
  • 탄소섬유시트의 부착성능을 조사하는 방법으로써 중앙을 절단한 보 공시체를 이용한 휨 거동 형식의 시험기를 개발하여, 콘크리트의 압축강도를 변수로 정적 재하 실험을 실시하였다. 탄소섬유시트의 파단의 결과를 이용하여 이 시험기의 검증과 함께 전단부착강도의 산출식을 도출하려고 노력 하였다. 그 결과, 첫 번째로 새로운 형식의 시험기에 의한 부착강도시험의 타당성이 증명되었다. 두 번째는 CFS 표면 변형률의 결과로부터 구해진 전단부착강도는 2종류의 경향이 있음이 발견되었다. 그 데이터 중에서 비교적 안정성이 높은 전단부착강도의 평균치는 3.41MPa, 하한치는 2.11MPa이었다. 이번 실험에서는 콘크리트의 강도가 전단부착강도에 미치는 특별한 영향을 볼 수 없었다.

자동차 B-pillar부품의 스폿용접 및 접착 혼용 용접부의 충돌특성 및 해석에 관한 연구 (A Study on the Crash Characteristics and Analysis of Spot+adhesive Welds in Automobile B-pillar Parts)

  • 최영수;윤상만;조용준;이세헌
    • Journal of Welding and Joining
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    • 제29권5호
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    • pp.72-81
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    • 2011
  • In the present day, the needs of new steel for lightweight car-body have been increased in the automotive industry. however, the resistance spot welding is difficult to apply to the new steel because of the narrow weld current range and defects. As the solutions to these problems, adhesive bonding process is proposed. Adhesive bonding which reduce noise and vibration can be applied to joining the new steel. In this study, crash tests of b-pillar applied the resistance spot welding, structural adhesive bonding, the mixture of the structural adhesives and resistance spot welding were performed. And FEM crash model for b-pillar applied the structural adhesive bonding was developed. The results of experiment and analysis on b-pillar crash test were compared to verify the validity.

Evaluation of Adhesive Characteristics of Mixed Cross Laminated Timber (CLT) Using Yellow Popular and Softwood Structural Lumbers

  • Keon-Ho KIM;Hyun-Mi LEE;Min LEE
    • Journal of the Korean Wood Science and Technology
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    • 제52권1호
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    • pp.58-69
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    • 2024
  • To evaluate the adhesive characteristics of mixed cross-laminated timber (CLT) using domestic softwoods structural lumber proposed by KS F 3020 and yellow poplar, penetration depth of adhesive and thickness of bonding line were analyzed based on the results of boiling water soaking delamination. 3 Types of adhesives and 2 types of major layer were divided into a 5 ply CLT using yellow popular as minor layer. The bonding performance of the mixed CLT as structural members was evaluated based on the KS F 2081. The thickness of bonding line between layers of the mixed CLT was measured with a scanning electron microscope, and the adhesive penetration depth in the layer members was measured with an optical microscope. As a result of boiling water soaking delamination test of mixed CLT, the CLT specimens using PRF and PUR adhesives met the requirements of KS F 2081. It was verified that the penetration path of the adhesive in the layes was mainly through the tracheid cell in the case of Japanese larch and Korean red pine layers, and through the vessel and radial tissue in yellow popular layers. The penetration depth of the adhesive was the highest for the PRF adhesive under the same pressing time conditions, and the thickness of the bonding line was in inverse proportion to the penetration depth in the case of the PUR adhesive.

골판지 접착 강도 향상을 위한 전분 특성 분석과 가교제의 적용 (Analysis of Starch Properties and Application of Cross-linking Agent for Improving Adhesive Strength of Corrugated Board)

  • 정철헌;박종문;이진호
    • 펄프종이기술
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    • 제44권2호
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    • pp.67-73
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    • 2012
  • Structural stability and shock absorption are important properties for corrugated board. In order to maintain structural stability, adhesive properties between top/bottom liners and corrugated medium are not only essential but also important for productivity and product quality. Borax has been an essential ingredient in corrugating adhesive solution. Borax increases viscosity, bonding between starchs and green adhesive bond. The objective of this research is to improving adhesive strength and viscosity stability by adding cross-linking agent instead of borax. Rheology and penetration of main starch gelatinization slurry were affected by borax addition level. Borax increased viscosity and decreased viscosity stability, while cross-linking additives increased viscosity stability and adhesive strength by anchoring effect.

한국산 미꾸리과 어류 4종의 난모세포의 부착막 (Adhesive Membranes of Oocyte in Four Loaches (Pisces: Cobitidae) of Korea)

  • 김익수;박종영
    • 한국동물학회지
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    • 제39권2호
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    • pp.198-206
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    • 1996
  • Adhesive membranes in the oocvtes of four loach fishes of Korea were investigated by light and electron microscopes to clarify the structural characteristics among the species. In the vitellosenic stage the adhesive membranes of oocvtes could be classified into two forms as follows: 1) fence-shaped form of Nemacheilus yoni and 2) non-adhesive membranous form of Misgurnus anguillicoudotus, M. Mizolepis, and Lefuo costuto. The adhesive membranes of oocvtes in the loach fishes showed a species specificity with reference to their habitats and spawning properties.

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Investigation on Adhesion Properties of Sandwich Composite Structures Considering on Surface Treatments

  • Park, Gwanglim;Oh, Kyungwon;Kong, Changduk;Park, Hyunbum
    • International Journal of Aerospace System Engineering
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    • 제1권1호
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    • pp.16-20
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    • 2014
  • Recently, various kinds of study on light weight structure are performing in the world. The Al honeycomb sandwich structural type adopt for improvement of lightness and structural stability to major part structure of aircraft or spacecraft. Adhesion badness properties of adhesive and adhesion properties of fillet mainly studied about al honeycomb structure. But study for adhesive properties of sandwich construction with surface treatment of Aluminum alloy barely performed. In this study, adhesive film was used between Al and honeycomb core of honeycomb panel[1]. The study for adhesive properties of sandwich construction with surface treatment of AA 5052 skin was performed.

구조보강용 FRP 함침·접착수지의 역학적 특성 분석을 위한 시험방법 비교 연구 (Comparative Study on Test Methods for Mechanical Properties of Structural Adhesives Used in FRP Strengthening)

  • 유영찬;최기선;김긍환
    • 한국구조물진단유지관리공학회 논문집
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    • 제12권2호
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    • pp.103-112
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    • 2008
  • FRP와 콘크리트의 접착강도를 평가하기 위해 현장에서 일반적으로 사용되는 Pull-off 실험방법은 FRP 복합체의 손상을 초래하며 더욱이 FRP의 최대 pull-off 강도가 콘크리트의 인장강도에 의해 제한되는 단점을 지니고 있다. 이에 따라 구조보강용 접착제의 역학적 특성을 1차적으로 평가할 수 있는 간접적인 실험방법의 개발이 요구된다. 본 연구에서는 여러나라에서 각기 제안되고 있는 실험규격에 대한 비교실험을 통하여 구조보강용 접착제의 역학적 특성을 개략적으로 예측할 수 있는 표준화된 실험방법 및 평가기준을 제안하고자 하였다. 본 연구결과를 바탕으로 인장전단접착강도 시험의 접착제 두께, 압축/휨강도 시험체의 제원 등이 통일되어 표준시험체 제원을 도출할 수 있었다.