• 접착 및 계면
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• 제21권2호
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• pp.65-70
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• 2020

각각의 다른 복합재료를 연결하는 데 주로 에폭시 접착제가 사용되고 있다. 에폭시 접착제 대표적인 열경화성 수지로서 에폭시와 경화제의 경화 반응을 통해 선형구조에서 3차원의 망상 구조로 변하게 되어 접착을 한다. 경화제의 종류에 따라 비율 및 경화 조건 등이 변하며, 이러한 조건에 따라 물성이 달라진다. 접착공정이 대형화 됨에 따라 접착제를 바르고 즉시 접착하지 못하기 때문에, 대기시간동안 습도 및 온도 등 외부환경에 영향을 받아 접착제의 접착력 저하로 이어지게 된다. 본 논문에서는 유리섬유강화 복합재료에 에폭시 접착제를 사용하여 접착하였고, 단일 랩 전단 시험을 통하여 가사시간에 따른 에폭시 접착제의 접착강도를 평가하였다. 가사시간에 따른 접착력 변화를 확인하기 위하여, 복합재료에 에폭시 접착제를 바르고 상온에서 각 시간에 따라 대기한 후 접착하였다. 단일 랩 전단 강도를 통하여 일정시간 이상 가사시간을 오래 둘 수록 접착강도가 감소한다는 것을 확인하였다. 습도조건에 따른 접착력 변화를 확인하기 위하여, 경화습도 조건을 항온항습기로 조절하여 경화 시켰고, 습도조건에 따른 접착 강도를 단일 랩 전단 시험을 통해 접착력을 평가하였다. 적은 양의 수분은 에폭시 접착제의 경화 반응을 가속시켜 접착 강도를 증가시켰으나, 일정 이상의 과도한 수분은 오히려 접착강도를 감소시킴을 확인하였다.

• 대한기계학회논문집A
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• 제32권4호
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• pp.354-361
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• 2008

Cold rolled steel sheet for automotive was treated by Ar/$O_2$ atmospheric pressure plasma to improve the adhesive bonding strength. Through the contact angle test and calculation of surface free energy for cold rolled steel sheet, the changes of surface properties were investigated before and after plasma treatment. The contact angle was decreased and surface free energy was increased after plasma treatment. And the change of surface roughness and morphology were observed by AFM(Atomic Force Microscope). The surface roughness of steel sheet was slightly changed. Based on Taguchi method, single lap shear test was performed to investigate the effect of experimental parameter such as plasma power, treatment time and flow rate of $O_2$ gas. Results shows that the bonding strength of steel sheet treated in Ar/$O_2$ atmospheric pressure plasma was improved about 20% compared with untreated sheet.

• 한국기계가공학회지
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• 제20권5호
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• pp.103-110
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• 2021

The mounting performance of the GFRP(Glass fiber Reinforced Plastic) beam and the mechanical mounting of the steel bracket was studied to be mounted as a GFRP impact beam on the side door of the passenger car. Moreover, an open-hole tensile test was performed to evaluate breakage tendency based on GFRP stacking conditions. Furthermore, the tightening strength of rivets and bolts was compared using the single lap-shear tension test for the GFRP stacking pattern. Additionally, the GFRP beam and bracket mounting features were designed; moreover, the prototype and bracket were assembled. Additionally, the bracket mounting bending test and the door assembly static bending test were performed to verify the stability of the bracket mounting. In the bracket fastening bending test, no breakage occurred in the connection part between the GFRP beam and the bracket, and it showed 67% (24.4 kN) improved performance compared to steel. In the static bending test of the door assembly, the initial average reaction force increased by 25% compared to the steel, and the performance of all FMVSS-214 regulations was satisfied. The replacement of GFRP impact beams resulted in a 30% weight reduction

• Earthquakes and Structures
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• 제19권3호
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• pp.157-174
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• 2020

The in-situ pushover test differs from the shake-table test because it is performed outdoors and thus its size is not restricted by space, which allows us to test a full-size building. However, to build a new full-size building for the test is not economical, consequently scholars around the world usually make scale structures or full-scale component units to be tested in the laboratory. However, if in-situ pushover tests can be performed on full-size structures, then the seismic behaviors of buildings during earthquakes can be grasped. In view of this, this study conducts two in-situ pushover tests of reinforced concrete (RC) buildings. One is a masonry-infilled RC building with openings (the openings ratio of masonry infill wall is between 24% and 51%) and the other is an RC building without masonry infill. These two in-situ pushover tests adopt obsolescent RC buildings, which will be demolished, to conduct experiment and successfully obtain seismic capacity curves of the buildings. The test results are available for the development or verification of a seismic evaluation model. This paper uses ASCE 41-17 as the main evaluation model and is accompanied by a simplified pushover analysis, which can predict the seismic capacity curves of low-rise buildings in Taiwan. The predicted maximum base shear values for masonry-infilled RC buildings with openings and for RC buildings without masonry infill are, respectively, 69.69% and 87.33% of the test values. The predicted initial stiffness values are 41.04% and 100.49% of the test values, respectively. It can be seen that the ASCE 41-17 evaluation model is reasonable for the RC building without masonry infill walls. In contrast, the analysis result for the masonry infilled RC building with openings is more conservative than the test value because the ASCE 41-17 evaluation model is limited to masonry infill walls with an openings ratio not exceeding 40%. This study suggests using ASCE 41-17's unreinforced masonry wall evaluation model to simulate a masonry infill wall with an openings ratio greater than 40%. After correction, the predicted maximum base shear values of the masonry infilled RC building with openings is 82.60% of the test values and the predicted initial stiffness value is 67.13% of the test value. Therefore, the proposed method in this study can predict the seismic behavior of a masonry infilled RC frame with large openings.

• 접착 및 계면
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• 제6권1호
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• pp.1-6
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• 2005

The high accurate simulation of very thin glue layers based on the finite element method is still connected to many problems which result from the necessity to construct a complicated mesh of essentially different sizes of elements. This can lead to a loss of accuracy, unstable calculations and even loss of convergence. However, the implementation of special transmission elements along the glue ling and special edge-elements in the near-edge region would lead to a dramatic decrease of number of finite elements in the mesh and thus, prevent unsatisfactory phenomena in numerical analysis and extensive computation time. The theoretical basis for such special elements is the knowledge about appropriate transmission conditions and the edge effects near the free boundary of the adhesive layer. Therefore, recently proposed so-called non-classical transmission conditions and the behavior near the free edge are investigated in the context of the single-lap tensile-shear test of adhesive technology.

• 한국지진공학회논문집
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• 제23권1호
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• pp.43-54
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• 2019

Existing reinforced concrete frame buildings designed for only gravity loads have been seismically vulnerable due to their inadequate column detailing. The seismic vulnerabilities can be mitigated by the application of a column retrofit technique, which combines high-strength near surface mounted bars with a fiber reinforced polymer wrapping system. This study presents the full-scale shaker testing of a non-ductile frame structure retrofitted using the combined retrofit system. The full-scale dynamic testing was performed to measure realistic dynamic responses and to investigate the effectiveness of the retrofit system through the comparison of the measured responses between as-built and retrofitted test frames. Experimental results demonstrated that the retrofit system reduced the dynamic responses without any significant damage on the columns because it improved flexural, shear and lap-splice resisting capacities. In addition, the retrofit system contributed to changing a damage mechanism from a soft-story mechanism (column-sidesway mechanism) to a mixed-damage mechanism, which was commonly found in reinforced concrete buildings with strong-column weak-beam system.

• 대한기계학회논문집A
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• 제34권10호
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• pp.1367-1375
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• 2010

본 연구에서는 핫스템핑 소재로 사용되는 보론합금강판 22MnB5의 단일 겹치기 점용접에서 용접부의 강도 향상을 위한 최적화를 수행하였다. 최적화 과정은 다구찌 실험계획법에 의해 행해졌으며 공정변수는 전류, 가압력 및 통전시간으로 선정하였고, 잡음인자로서 핫스템핑 시 소재의 가열온도와 유지시간을 고려하였다. 가열조건에 따라 22MnB5 표면의 알루미늄 도금층과 모재 간의 확산반응에 의해 화합물층 두께에 산포가 발생하였으며 이러한 산포는 너겟의 형성에 영향을 미치는 것을 알 수 있었다. 한편 용접부의 인장전단강도를 목적함수로 하였을 때, 이러한 가열조건에 강건한 최적의 용접 조건은 전류 8kA, 가압력 4kN, 통전시간 18cycle로 선정되었다. 최적 조건의 검증 결과 용접부의 인장전단강도 는 32kN으로서 요구되는 규격인 23kN보다 크게 증가되었다.

• Advanced Composite Materials
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• 제17권3호
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• pp.277-299
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• 2008

High quality and expedient processing repair methods are necessary to enhance the service life of bridge structures. Deterioration of concrete can occur as a result of structural cracks, corrosion of reinforcement, and freeze.thaw cycles. Cost effective methods with potential for field implementation are necessary to address the issue of the vulnerability of bridge structures and how to repair them. Most infrastructure related applications of fiber-reinforced plastics (FRPs) use traditional hand lay-up technology. The hand lay-up is tedious, labor-intensive and relies upon personnel skill level. An alternative to traditional hand lay-up of FRP for infrastructure applications is Vacuum Assisted Resin Transfer Molding (VARTM). VARTM uses single sided molding technology to infuse resin over fabrics wrapping large structures, such as bridge girders and columns. There is no work currently available in understanding the interface developed, when VARTM processing is adopted to wrap fibers such as carbon and/or glass over concrete structures. This paper investigates the interface formed by carbon fiber processed on to a concrete surface using the VARTM technique. Various surface treatments, including sandblasting, were performed to study the pull-off tensile test to find a potential prepared surface. A single-lap shear test was used to study the bond strength of CFRP fabric/epoxy composite adhered to concrete. Carbon fiber wraps incorporating Sikadur HEX 103C and low viscosity epoxy resin Sikadur 300 were considered in VARTM processing of concrete specimens.

• 한국구조물진단유지관리공학회 논문집
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• 제25권5호
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• pp.149-156
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• 2021

FRP 보강근은 철근-콘크리트 부재의 부식 문제를 해결하기 위해 제안되어왔으나, FRP는 높은 인장강도, 낮은 연성 및 선형 탄성 거동으로 인해 하중이 전달될 때 콘크리트와 보강재 사이의 부착 메커니즘이 다르다. 그러므로, FRP-Rebar와 콘크리트 사이의 부착 거동은 주의 깊게 검토해야 한다. 이를 위해 직접 인발 실험이 간단하게 부착 거동을 평가할 수 있으므로 사용됐으나, 직접인발의 실험 결과는 실제 FRP를 보강근으로 사용한 콘크리트 부재의 휨-부착 거동과 다르다. 그러므로 실제 휨-부착 거동을 평가할 방안이 필요하다. 본 연구에서는 FRP를 보강근으로 사용한 콘크리트 부재의 휨-부착 거동에 대한 평가방법을 검토하고 비교하였다. 그 결과, 겹침이음이 있는 부재의 실험 방법이 실제 휨-부착 특성을 잘 반영할 수 있으나 다른 실험방법보다 시험체의 단면 및 지간이 커야 하고 시험체의 설계 및 해석이 복잡하다. 한편, 아치가 있는 부재 실험은 모멘트 팔길이의 변화를 무시하는 평형 방정식을 기반으로 한 힌지가 있는 부재 실험과 달리 콘크리트의 영향을 반영할 수 있으나, 휨-부착에 의한 파괴 이전에 전단파괴의 우려가 있다.

• Journal of the Korean Wood Science and Technology
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• 제35권2호
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• pp.51-60
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• 2007

In this study, the possibility of using pyrolysis oil as wood adhesives was explored. Especially, adhesives were formulated by reacting pyrolysis oil and formaldehyde and also partially replacing phenol with pyrolysis oil in phenol-formaldehyde (PF) adhesive and soy hydrolizate/PF adhesive formulation. The pine wood was fast pyrolyized and the oils were obtained from a series of condensers in the pyrolysis system. The oils from each condenser were first reacted with formaldehyde to explore potential use of the oil itself as adhesive. The lap-shear bond strength test results indicated that the oil itself could be polymerized and form bonds between wood adherends. The oils from each condenser were then mixed together and used as partial replacement of phenol (25, 33, and 50% by weight) in phenol-formaldehyde adhesive. The bond strength of the oil containing PF adhesives was decreased as percent phenol replacement level increased. However, no significant difference was found between 25 and 33% of phenol replacement level. The oil-contained PF resins at 25, 33, and 50% phenol replacement level with different NaOH/Phenol (Pyrolysis oil) molar ratio were further formulated with soy hydrolizate to make soy hydrolizate/pyrolysis oil-phenol formaldehyde adhesive at 6:4 weight (wt) ratio and used for fiberboard manufacturing. Surface internal bond strength (IB) of the boards bonded with 33% replacement at 0.3 NaOH/Phenol (Pyrolysis oil) molar ratio performed better than other replacement levels and molar ratios. Thickness swelling after 24 hr cold water soaking and after 2 hr in boiling water was increased as % replacement of pyrolysis oil increased.