• Title/Summary/Keyword: 접착구간

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A Study on the Effect of Adhesion Condition on the Mode I Crack Growth Characteristics of Adhesively Bonded Composites Joints (복합재 접착 체결 구조의 접착 상태가 모드 I 균열 성장 특성에 미치는 영향에 대한 연구)

  • No, Hae-Ri;Jeon, Min-Hyeok;Cho, Huyn-Jun;Kim, In-Gul;Woo, Kyeong-Sik;Kim, Hwa-Su;Choi, Dong-Su
    • Composites Research
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    • v.34 no.5
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    • pp.323-329
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    • 2021
  • In this paper, the characteristics of fracture in mode I loading were analyzed for adhesively bonded joints with non-uniform adhesion. The Double Cantilever Beam test was performed and mode I fracture toughness was obtained. In the case of non-uniform adhesively bonded joints, the stable crack growth sections and unstable crack growth section were shown. The fracture characteristics of each section were observed through the load-displacement curve of the DCB test and the fracture surface of the specimen. Finite Element Analysis was performed at the section based on segmented section by crack length measured through the test and using the mode I fracture toughness of each section. Through DCB test results and finite element analysis results, it was confirmed that the fracture behavior of specimens with non-uniform adhesion can be simulated.

A Study on the Factors Affecting on the Life of Bonded Concrete Overlay Pavement using the LTPP Data of U.S.A (미국 LTPP Data를 활용한 접착식 콘크리트 덧씌우기 포장 수명에 영향을 미치는 인자에 관한 연구)

  • Lee, Seung Woo;Son, Hyeon Jang
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.31 no.4D
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    • pp.555-564
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    • 2011
  • More than sixty percentages of the highway constructed by concrete pavements in South Korea and over half of the concrete pavements were twenty years or older. The most of South Korea road is hard to provide a bypass in conditions of network of roads. Asphalt concrete overlay has been used for the overlay of aged concrete pavement. However, the cost of maintenance and rehabilitation in an asphalt overlay is expensive by early damage. Therefore, bonded concrete overlay was recently attempted in South Korea as an alterative method of rehabilitation for aged concrete pavement. Hence, it needed to investigate the factors to find performance of the bonded concrete overlay life. However, there is no performance data of the concrete overlay in South Korea. This study was to make a database of an affecting of the pavement life and draws statistical analysis of the performance data on the LTPP (Long Term Pavement Performance) database of U.S.A.

Comparison of the Pavement Performance for Concrete Overlay and Asphalt Overlay on Aged Cement Concrete Pavement (노후화된 시멘트 콘크리트 포장에 대한 콘크리트 및 아스팔트 덧씌우기의 포장성능 비교)

  • Lee, Seung-Woo;Son, Hyeon-Jang
    • International Journal of Highway Engineering
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    • v.13 no.2
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    • pp.31-39
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    • 2011
  • More than sixty percentage of highway in South Korea were constructed by concrete pavements and more than half of the concrete pavements were twenty years or older. Maintenance and rehabilitation of aged cement concrete pavements required early transportation opening due to difficulty of preparing bypass roads, given South Korea's transportation condition and so far, mostly asphalt concrete overlay has been used. However, asphalt concrete pavement maintenance and rehabilitation is costly because of early damage and at the same time, it causes inconvenience to the road users. Recently, as an effective method of rehabilitation for aged cement concrete pavement, bonded concrete overlay is being attempted. Therefore, utilizing various data on year-by-year basis is needed to rationally analyze of the damage on asphalt concrete overlay and bonded concrete overlay is necessary. However, in South Korea database of Serviceability damage on asphalt concrete overlay and bonded concrete overlay does not exist. In this research, performance is evaluated by the LTPP (Long Term Pavement Performance) Data of U.S.A, which accumulated various damage data of asphalt concrete overlay and bonded concrete overlay. However, the pattern distress of asphalt concrete overlay and bonded concrete overlay are different. Therefore, the pavement distress data of each section is collected into database and distress are calculated PCI(Pavement Condition Index) in order to compare life of asphalt concrete overlay and bonded concrete overlay.

Effects of Contact Zone according to Geometries and Mechanical Properties of Pad for Fretting Contacts (프레팅 접촉에서 패드의 형상과 기계적 성질변화에 따른 접촉부의 영향)

  • Roh Hong-Rae;Jang Song-Koon;Cho Sang-Bong
    • Journal of the Korean Society for Precision Engineering
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    • v.22 no.11 s.176
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    • pp.125-134
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    • 2005
  • Recently, there have been reported on the results that the material life is reduced by fretting conditions and the initial crack made by low stress under fretting. The purpose of this paper is to show that the results of finite element analysis for the fretting contact problems of a flat rounded punch are nearly consistent with the theoretical solutions and to research that the results about effects of the contact zone according to geometries and mechanical properties of pad.

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

  • Jeon, Kwang-Woo;Shin, Kwang-Bok;Hwang, Tea-Kyung
    • Proceedings of the Korean Society of Propulsion Engineers Conference
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    • 2011.11a
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    • pp.933-937
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    • 2011
  • In order to determine optimal design length of adhesive joint of a composite pressure vessel with separated dome, stress analysis of joint part according to changes of adhesive length was done. Adhesive length has a range of 50mm to 300mm as design variables. The ratio of adhesive length with any stress gradient to initial non-stressed adhesive length was called "stress gradient length ratio" and selected as objective function. The stress gradient length ratio of joint part with adhesive length of more than 200mm was increased very slowly with increase of adhesive length. It means that adhesive length of about 200mm could be the optimal value to ensure the structural safety of joint part against internal pressure of 2,500 psi.

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Two Dimensional Elastic Finite Element Analysis for Fretting Contacts (프레팅 접촉에 대한 2차원 유한요소 탄성해석)

  • Jang Song-Koon;Rho Hong-Rae;Cho Sang-Bong
    • Proceedings of the Korean Society of Precision Engineering Conference
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    • 2005.06a
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    • pp.1648-1651
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    • 2005
  • Fretting contact and fretting fatigue are known to occur in mechanical devices which have fasteners subjected to oscillatory tangential load. Theoretical studies on fretting contact have been focussed on simple geometries, such as cylindrical contact problem. Recently, the contact problem of a flat rounded punch has been solved theoretically. The purpose of this paper is to show that the results of finite element analysis for the fretting contact problem are nearly consistent with the theoretical solutions.

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A Study on the Structural Analysis of Joint Part in Accordance with Adhesive Length of a Composite Rocket Motor Case (복합재 연소관의 접착 길이에 따른 체결부의 구조해석)

  • Jeon, Kwang-Woo;Shin, Kwang-Bok;Hwang, Tea-Kyung
    • Journal of the Korean Society of Propulsion Engineers
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    • v.16 no.3
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    • pp.90-96
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    • 2012
  • In order to determine optimal design length of adhesive joint of a composite rocket motor case, stress analysis of joint part according to changes of adhesive length was done. Adhesive length has a range of 50 mm to 300 mm as design variables. The ratio of adhesive length without any stress gradient to initial non-stressed adhesive length was determined as evaluation criteria for selection of adhesive length, which called "stress gradient length ratio". The numerical result showed that stress gradient length ratio of joint part with adhesive length of more than 200 mm was increased very slowly with increase of adhesive length. It means that adhesive length of about 200 mm could be the optimal dimension to ensure the structural safety of joint part against internal pressure of 2,500 psi.

A Fundamental Study on Induction Technology of Separation Behavior Using Two-sided Adhesion of Joint of Composites Waterproofing System (시트-도막 복합방수공법의 접합부 2면 접착을 통한 분리거동 유도 기술에 관한 기초적 연구)

  • Park, Jin-Sang;Lee, Tae-Yang;Kim, Dong-Bum;Park, Wan-Goo;Heo, Neung-Hoe;Oh, Sang-Keun
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.3 no.3
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    • pp.212-219
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    • 2015
  • This study focuses evaluating the efficiency and performance evaluation of composite type sheet-membrane waterproofing method that utilizes a separation behavior inducement system designed to resolve the chronic problems of disintegration and damage of overlap areas of waterproofing layers. As the result of the test, the tensile strength value was at 13.8N/mm and elongation rate at 587% for the separation behavior inducement type specimen, and the compared specimens had 14.2N/mm for tensile strength and 335% for elongation rate. For the separation behavior adhesion method specimen, when tensile stress or displacement occurred, the Zero-Span tension occurrence did not follow, which resulted in that the bottom sheet layer and the top membrane layer did not simultaneously becoming damaged. When undergoing the top and bottom layers were separated through separation behavior due to lack of flexibility, the bottom layer began to damage at the primary stage, and with the allowed boundary the upper membrane layer began to display flexibility and showed continuous displaced resulting in secondary phase damaging.

세미나-필름 코로나 처리 효과와 주사 전자현미경 고찰

  • Kim, Yang-Pyeong;Kim, Byeong-Sam
    • The monthly packaging world
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    • no.6 s.182
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    • pp.108-117
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    • 2008
  • 본 고에서는 플라스틱 소재의 인쇄나 코팅, 핫멜트 라미네이팅 필름 제조에 있어서 코로나 처리가 계면 접착에 미치는 영향에 어떤 현상으로 나타나는가를 2가지 방법으로 관찰하였다. 첫째, Tandem 압출기에서 코로나 바의 방전 극(Electrode)수를 각각 4개 1조 전극수인 것과 9개 1조 전극수인 2가지 방전 바 시스템으로 다르게 구성하여 코로나 방전의 효과가 경시 변화되는 경향과 구간별 표면장력이 지속되는 관계를 확인하기 위해 144시간 동안 Dynes를 측정 관찰한 결과 4개 전극수보다는 9개 전극 수 구성이 초기 Dynes도 높고, 48 Dynes 에서의 지속 기간이 길어져 방전밀도가 표면장력의 지속성과 관계있음을 확인하였다. 둘째, 코로나 처리한 베이스 필름과 압출 핫멜트 수지 코팅 계면 사이의 접착 형상, 핫멜트 층 표면의 코로나 처리 후의 형상에 대하여 주사 전자현미경으로 관찰하여 화학적, 물리적, 기계적 작용의 3가지 기능을 확인하고 비코로나 처리 경우와 비교하였다. 한편 압출 1차 EVA층과 2차 EVA층은 코로나 처리 없이도 안정적 결합을 하는 것을 확인하였다.

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