• Title/Summary/Keyword: Debonding

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An Experimental Study to Prevent Debdonding Failure of RC Beams Strengthened by Aramid Fiber Sheets (아라미드섬유쉬트로 휨 보강된 RC보의 부착파괴 방지 상세에 관한 실험적 연구)

  • Choi, Ki-Sun;You, Young-Chan;Kim, Keung-Hwan
    • Proceedings of the Korea Concrete Institute Conference
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    • 2004.05a
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    • pp.84-87
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    • 2004
  • Nominal flexural strength of RC members strengthened with FRP sheets is generally based on the tensile strength of composite materials obtained from coupon tests. This method is based on the assumption that bond failure does not occur until the FRP sheet reaches its rupture strength. According to the previous researches, however, bond failure often occurs before the FRP sheet reaches its rupture strength. Some attempts were made to control debonding failure by increasing the bonded length of sheet or wrapping the section around their side of the member(U-wrap). In this study, the flexural failure mechanism of RC beams strengthened with AFRP sheets with different bond lengths is investigated. Their strengthening details to prevent the premature debonding failure are also suggested and its effectiveness is verified.

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A Study on the Improvement of Adhesive Mixing Ratio about Acoustic Window for Enhancing SONAR Performance of Submarine (수중함 소나 수신성능 향상을 위한 음향창 접착제 배합비 개선)

  • Ham, Younghoon;Kim, Joonwoo;Chang, Hoseong
    • Journal of the Korea Institute of Military Science and Technology
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    • v.21 no.4
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    • pp.481-488
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    • 2018
  • This study suggest the improvement of the CFRP adhesive mixing ratio about acoustic window to enhance SONAR performance. The CFRP of submarine is produced by allocation an acoustic window zone by the beam width of SONAR sensors. During the sea trial, SONAR system's bearing and range accuracy data is not in tolerance due to debonding phenomenon on CFRP. The inappropriate mixing ratio of adhesives caused that peeling phenomenon occurred in the acoustic window part, which is the reason for the deterioration of SONAR sensors performance. The report includes explanation of test procedure of SONAR, root cause analysis, CFRP manufacturing procedure, laboratory tests results, and proof of the performance at the sea trial.

Strengthening Effects of R.C. Beams using Externally attached CFRP Composites with Bond[ Details (CFRP로 보강된 RC보의 부착상세에 따른 보강효과)

  • 박종섭;박영환;조정래;유영준;정우태
    • Proceedings of the Korea Concrete Institute Conference
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    • 2003.05a
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    • pp.591-596
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    • 2003
  • Many studies have dealt with strengthening by epoxy-bonded CFRP(Carbon Fiber Reinforced Polymer) composites. However, the effects of various influencing factors have not been clarified on the behavior of strengthened RC beams. This study was performed to verify the effects of strengthening due to various bond details of externally attached CFRP Composites. In this study, major test parameters include the bond type and the anchor type. The deflections, failure load, strain of reinforcing bar, concrete and CFRP are measured at each loading step. The failure mode and debonding loads(ultimate loads) are analysed from these measured data. According to the test results, all specimens are failed by intermediate flexural crack induced interfacial debonding.

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Acoustic Microscopy Study on Self-Bonded Interface of Amorphous PEEK (Acoustic Microscopy를 이용한 무정형 PEEK의 접합 계면 연구)

  • Jo, Beom-Rae;Kardos, J.L.
    • Korean Journal of Materials Research
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    • v.6 no.9
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    • pp.963-971
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    • 1996
  • 세라믹 강화 복합 재료의 모재로서 사용되는 무정형 PEEK가 보여주는 self-bonding 현상의 주 기구인 PEEK체인들의 확산(interdiffusion)과 뒤엉킴(entanglement)이 일어나기 위하여 PEEK의 접합 면에서 반드시 선행되어 일어나야 하는 젖음성의 정도에 미치는 접합 공정 변수의 영향을 C-mode acoustic microscopy를 이용하여 고찰하였다. 또한 self-bonding 된 PEEK시편들의 전단 변형시 전단 하중의 증가에 따라 일어나는 접합 면에서의 debonding 정도를 측정함으로써 접합 면에서 일어나는 파괴 거동을 관찰하였다. 각각의 접합 조건에서의 젖음성의 정도는 시간과 압력의 증가에 따라 다소 증가함을 보여 주었으나, 접합 온도와는 거의 무관함을 보여 주었다. 또한 전단 파괴 시험시 각각의 접합 조건 하에서 개발된 self-bonding강도의 80%-90%이상의 전단 하중이 가해진 후부터 debonding이 시작되어, 이 후 하중이 증가함에 따라 급속도로 진행되어 파괴가 일어남을 알 수 있었다.

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Estimation of Design Variables for Improving the Bonding Force of Lid & Frame for Cellular Phone (휴대폰용 리드 및 프레임의 접합력 향상을 위한 설계 변수 평가)

  • Nam, K.J.;Lee, J.M.;Kim, B.M.
    • Transactions of Materials Processing
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    • v.18 no.3
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    • pp.245-250
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    • 2009
  • A lid & frame used as the shield of electromagnetic waves in cellular phones are composed of frame, which is welded at their electric circuits, and lid, of which debonding and joining are available from the frame. Typical lid & frame were mechanically bonded by contact between the embossing of lid and the piercing of frame. Bonding force of this part has to allow us to detach the lid from frame for exchange or fix of the electric part and have to be high enough to protect the electric part from external impacts. This study is designed to estimate the effect of design variables of lid & frame on its debonding force. Estimations were performed by finite element method.

Interfacial Microstructures between Ag Wiring Layers and Various Substrates (Ag 인쇄배선과 이종재료기판과의 접합계면)

  • Kim, Keun-Soo;Suganuma, Katsuaki;Huh, Seok-Hwan
    • Journal of Welding and Joining
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    • v.29 no.5
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    • pp.90-94
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    • 2011
  • Ag metallic particles from nano-scale to submicron-scale are combined with organic solvent to provide fine circuits and interconnection. Ink-jet printing with Ag nano particle inks demonstrated the potentials of the new printed electronics technology. The bonding at the interface between the Ag wiring layer and the various substrates is very important. In this study, the details of interfaces in Ag wiring are investigated primarily by microstructure observation. By adjusting the materials and sintering conditions, nicely formed interfaces between Ag wiring and Cu, Au or organic substrates are achieved. In contrast, transmission electron microscope (TEM) image clearly shows interface debonding between Ag wiring and Sn substrate. Sn oxides are formed on the surface of the Sn plating. The formation of these is a root cause of the interface debonding.

Repair Method of Concrete Structures Using Anchors (앵커를 이용한 콘크리트 구조물의 단면보수 공법)

  • Song, Hyung-Soo;Lee, Chin-Yong;Yoon, Dong-Yong,;Choi, Dong-Uk;Min, Chang-Shik
    • Proceedings of the Korea Concrete Institute Conference
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    • 2005.05a
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    • pp.267-270
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    • 2005
  • Recently, the damaged concrete structures are often strengthened or repaired using the polymer concrete or the polymer cement mortar. In the repaired concrete structures at early ages, internal stresses could be developed due to the differential drying shrinkage of the repair material. Due to the difference of the thermal coefficients of the repair material and existing concrete, additional stresses also could be developed as the structures are subjected to the ambient temperature changes. Theses environmentally-induced stresses can sometimes be large enough to cause damage to the structures, such as debonding of the interface between the two materials. In this study, a rational procedure was developed where anchors can be designed and installed to prevent damages in such structures by thermally-induced stresses. Finally, through the experimental and numerical study, the effects of the repair method using anchors with debonding was investigated and discussed the results.

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Investigation on Adhesive Properties depending on the Environmental Variation of the Steel Plate Adhesive Strengthening Method by the Epoxy Resin (에폭시 수지 접착 강판보강공법의 환경 변화에 따른 부착 특성 검토)

  • Han, Cheon-Goo;Byun, Hang-Yong;Park, Yong-Kyu
    • Journal of the Korea Institute of Building Construction
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    • v.7 no.3
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    • pp.107-113
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    • 2007
  • This study is to investigate adhesive properties depending on the temperature, humidity, and freeze-thraw of the Steel plate adhesive strengthening method by the epoxy resin. The results are summarized as following. For the temperature variation, the debonding failure appear only after 1 cycle of temperature varoation because the coefficient of thermal expansion of the epoxy resin is comparatively large, and the bonding strength is decreased. The deformation properties and ultrasonic pulse velocity on each materials are similar until 4 cycles on the dry and moisture test. As the freeze-thraw test, the epoxy resin is degraded easily subjected to freeze-thaw cycle, comparatively easy, so the debonding failure may occur in short term because of the freeze-thaw repeatition.p

Effect of Fluorination on Pull-out Response of Carbon Fiber Embedded in Cement Matrices (플루오르화에 의해 표면개질된 탄소섬유의 시멘트 매트릭스 내 매입인발거동)

  • Jeon Esther;Han Byung-Chan;Yang Il-Seung;Park Wan-Shin;Lee Young-Seak;Yun Hyun-Do
    • Proceedings of the Korea Concrete Institute Conference
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    • 2004.11a
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    • pp.45-48
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    • 2004
  • This paper aimed at the development of hydrophilic carbon fiber with improved tensile strength and ductility, numerous single fiber pullout tests from different cement matrices were performed. Fiber debonding and pullout have a large influence on the tensile stress - crack opening behavior of fiber concrete. Both debonding and pullout depend on the quality of the matrix, as well as on the embedded length of the carbon fiber. In this paper, all fiber pullout tests were carried out using high strength carbon fibers, both without fluorinationed and with fluorinationed carbon fiber.

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