• KSCE Journal of Civil and Environmental Engineering Research
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• v.28 no.4A
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• pp.447-456
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• 2008

This paper suggests a modified debonding failure model for the externally bonded prestressed CFRP plate strengthening system. In order to reduce the error that may occur in the experimental results, statistical analysis of the experimental results produced by previous researchers was conducted to propose a debonding failure model. The experimental results of beams strengthened with bonded CFRP plates have made it possible to verify the debonding failure occurring before the final failure in the prestressing system. The corresponding strain increased with the effective prestress. Accordingly, the debonding failure model was modified by considering the effective prestress so as to fit with the CFRP prestressing system.

• Journal of the Korea Concrete Institute
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• v.24 no.6
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• pp.761-768
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• 2012

The purpose of this study is to investigate bond properties of GFRP used in SFRC (Steel fiber reinforced concrete) and normal concrete. The experimental variables were rebar diameter (D13, D16), steel fiber volume fraction (0~2%) and cover thickness ($1.5d_b$, $5.4d_b$). The experimental results showed a different failure mode depending on the cover thickness. Through the tested specimens, splitting failure occurred for the specimens with small cover thickness and pull out failure occurred in the specimens with large cover thickness. Introduction of steel fiber caused the specimens to have more ductile behavior of bond stresss-lip after peak stress, but they did not increase the bond strength significantly. These failure modes were shown in both steel reinforcement and GFRP. However, from the difference of micro structure of bond failure mechanism between steel rebar and GFRP rebar, more ductile behavior was observed in GFRP-specimens after maximum bond strength was reached.

• Journal of the Korean Society for Railway
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• v.19 no.2
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• pp.224-233
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• 2016

Embedded Railway Systems (ERS) will be adapted for wireless trams and will be constructed along city roadways. An asphalt layer should be overlaid on top of the concrete slab used as the trackbed structure in order to ensure smoothness and surface levels equal to those of existing road pavement in downtown city areas. However, the characteristics of an asphalt layer when used as overlay pavement for an ERS are complicated and the behavior of this material is not yet well defined and understood. Therefore, in this study, laboratory shear and tensile bond strength tests were conducted to investigate the bonding behavior of an asphalt layer in a multilayered trackbed section of an ERS. For the laboratory tests, a waterproof coating material was selected as a bonding material between the asphalt overlay and a concrete specimen. Valuable design parameters could be obtained based on the tensile and shear bond strength test results, providing information about the serviceability and durability of the overlaid pavements to be constructed alongside the ERS for wireless trams. In addition, a deformation analysis to assess the tensile strain generated due to truck axle loads at the interface between the asphalt layer and the concrete slab was conducted to verify the stability and performance of the asphalt layer.

• Proceedings of the Korea Concrete Institute Conference
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• 2009.05a
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• pp.499-500
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• 2009

This study was performed to evaluate bonding strength of the composites section made of existing concrete and repair mortar in domestic. The pull-out tester was used to test bonding strength for the composites section made of each materials. The results of the test was used to evaluate the korean industrial standard of polymer modified cement mortars for maintenance in concrete structures.

• Proceeding of EDISON Challenge
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• 2014.03a
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• pp.649-653
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• 2014

채널 내부에 장애물이 존재하는 유동 형태는 다양한 공학적 문제에서 나타나고 있으므로 여러 가지 형상 및 유동 조건에 따른 유동 특성 연구가 필요하다. 따라서 본 논문에서는 장애물의 형상을 일정한 크기의 원형 실린더로 설정하고 실린더는 위아래 채널 벽 중앙에 위치하도록 하여 2차원 채널 내에 원형 실린더가 존재하는 경우에 대하여 CFD연구를 수행하였다. 실린더와 위아래 채널 벽면과의 거리를 변화시켜 각각의 거리에 대해 유동 재부착 길이, 유동의 주기성, 항력계수 등의 유동 특성을 관찰하였다. 연구결과 각 간격[실린더벽면과 채널벽면간의 거리(G)/실린더지름(d)]이 0.5, 1, 2, 3, 5, 15에 따른 재 부착 지점(Reattachment Length)은 채널 벽면이 실린더로부터 멀어질수록 완전히 열린 유동장에서의 유동 재부착 지점에 수렴해간다는 것을 확인하였다. 즉 거리가 멀어질수록 벽면 영향이 줄어든다는 것을 확인하였다. 또한 각각의 경우에 대해 항력계수 값을 구하였고, 이를 완전히 열린 유동장에서의 항력계수 값과 비교해 보았다. 그 결과 벽면으로부터의 떨어진 거리가 5부터 벽면의 효과가 줄어들어 10이상이 되었을 때부터 그 영향이 아주 미미하다는 것을 확인하였다.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.26 no.3A
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• pp.555-563
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• 2006

Recently, many bridges become not only functionally obsolete of bridge deck due to inadequate width but also structurally deficient of substructure due to erosion. In these cases, widening is almost always more economical than complete replacement, and therefore there is a need to make available the results of research and field experience pertaining to the widening of bridge substructure. But, an experimental study for the guarantee of unification between existing and new substructure with adhesive anchor is so insufficient that the development of adhesive anchor system for the unification should be settled promptly. The purpose of the present study is to explore pull out and shear characteristics of adhesive anchor system. For this purpose, several series of concrete specimens have been tested. Major test variables were the bonded length, anchor diameter and anchor slope. The pull out strength, bond stress and shear strength of adhesive faces were measured for the specimens. The present study indicates that the pull out strength increased with more bonded length and more anchor diameter, and that the bond stress decreased with more bonded length and more anchor diameter. The pull out strength and the bond stress increases with more anchor slope and it is considered that the slope of $5^{\circ}$ was more efficient. From the shear tests, it is supposed that anchor diameters more than D19 was proper to the adhesive anchor. Finally, it is expected that both experimental data in these tests and further study including mock-up tests will contribute to the establishment of the unification between existing and new substructure with adhesive anchor.

• Magazine of the Korea Concrete Institute
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• v.2 no.4
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• pp.99-107
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• 1990

The transfer of forces across the interface by bond between concrete and steel is of fundamentul importance to many aspects of reinforced concrete behavior. Bond stress-slip relationships were studied using a symmetri¬cal tension test specimen. This type of test is intended to simulate conditions in the tension zone of a concrete beam between primary cracks and below the neutral axis. These relationships between local bond stress and local slip are found to be quite different at different locations along the bar. The bond behavior under cyclic lo¬ading is also studied in the present study, and the increase of bond slip and steel strains is clarified from those tests.

• Proceedings of the Korean Vacuum Society Conference
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• 2015.08a
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• pp.110-110
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• 2015

표면에너지는 계면특성을 지배하는 핵심인자로 디스플레이의 터치 스크린 패널 공정, 이종소재의 접합, 금속의 클래딩 등 실제 산업에 있어서 매우 중요하다. 표면에너지는 코팅과 본딩 이론에 있어서 기본이 되는 물리량으로 표면에너지가 높을수록 코팅 또는 박막 증착시 코팅, 증착이 용이하며 이종소재의 접합도 쉽게 일어난다. 본 연구에서는 플라즈마 표면처리시 산소 분율의 변화에 따른 기판의 표면에너지와 코팅층과 기판의 부착력의 변화에 대해 연구하였다. 연구의 주요 기판으로 ITO, PET 기판을 사용하였고, 표면 에너지 변화를 확인하기 위해 기판을 상온 상압 플라즈마에 노출시켰다. 플라즈마는 아르곤(Ar)의 공급량을 20 LPM으로 고정하고 산소($O_2$)의 공급량을 0 sccm에서 40 sccm 까지 10 sccm 간격으로 변수를 주었다. 표면에너지 값은 기판 위에 형성된 액체의 접촉각을 통해 도출하였다. 표면에너지 측정 액체로 증류수(deionized water)와 디오도메탄(diiodo-methane)을 사용하였다. 표면에너지는 산소분압이 10 sccm에서 최대값인 76 mJ/m2으로 증가한 후 20 sccm까지 유지하다 다시 직선적으로 감소하였다. 기판에 증착된 크롬 박막의 부착력은 스크래치 테스트를 통해 측정하였다. 표면에너지의 증가와 비례하게 부착력은 증가하였고 표면에너지가 감소하는 범위에서는 부착력도 감소하였다. 기판과 코팅층의 부착력 증가 원인 중 하나인 계면 산화물 층의 생성 여부를 알아보기 위해 auger electron spectroscopy (AES) 분석을 진행하였다. AES 분석을 통해 플라즈마 표면처리시 기판과 코팅층의 계면 산화물층의 두께가 표면에너지의 변화와 비례하게 증가하였다가 감소하는 것을 확인하였다. 산소분압이 10 sccm 이었을 경우 산화물층의 두께가 가장 두꺼웠다. 또한 계면의 화학적 결합 상태를 알아보기 위해 X-ray photoelectron spectroscopy (XPS) 분석을 진행하였으며 산소 분율의 변화에 따라 크롬 산화물의 양이 증가하였다 감소하는것을 확인하였다. 이 연구를 통해 산소를 포함한 플라즈마 표면개질이 기판과 코팅층의 부착력 증가에 영향을 끼침을 확인 할 수 있었다. 또한 이를 응용하여 부착력 증가가 필요한 다양한 분야에서도 쉽게 적용시킬 수 있을 것이다.

• Journal of the Korea Concrete Institute
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• v.21 no.1
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• pp.47-53
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• 2009

12 concrete blocks, on which hybrid fibrous sheets (carbon fiber and glass fiber) had been bonded, were subjected to tensile load in order to estimate properties of the bonded interface. the sheet length was varied by 100mm, 200mm and 400mm. It was found that more than 150mm bond length is required to achieve the maximum bearing capacity of the interface. In this study, maximum bond stress $\tau_{F,max}$, ultimate slip $S_{FU}$ of the interface were estimated $\tau_{F,max}$=3.0MPa and $S_{FU}$= 0.175mm, respectively.

• Journal of the Korea institute for structural maintenance and inspection
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• v.21 no.1
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• pp.15-22
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• 2017

This study focuses on the investigation of bond strength of magnesium potassium phosphate cement mortar(MKPC) according to moisture condition of substrate. Tensile bond test, shear bond test and interfacial bond test are adopted for evaluating the adhesion characteristics of MKPC to conventional cement mortar substrate. The main experimental variables are test methods and moisture levels of substrate. Because the moisture condition of the substrate may be critical to achieving bond, optimum moisture condition for a conventional concrete substrate has evaluated in this study. The results are as follows ; The effects of moisture condition at substrate into the bonding of MKPC are less different than polymer cement mortar and epoxy mortar. But the saturated and surface dry condition is the most appropriate moisture level among the considered, followed by saturated condition and wet condition. Thus, an adequate moisture level of substrate for MKPC is essential for good bond strength.