• 대한기계학회:학술대회논문집
• /
• 대한기계학회 2001년도 추계학술대회논문집A
• /
• pp.349-354
• /
• 2001

The split Hopkinson pressure bar has been used for a high strain rate impact test. Also it has been developed and modified for compression, shear, tension, elevated temperature and subzero tests. In this paper, SHPB compression tests have been performed with pure titanium at elevated temperatures. The range of temperature is from room temperature to $1000^{\circ}C$ with interval of $200^{\circ}C$. To raise temperature of the specimen, a radiant heater which is composed of a pair of ellipsoidal cavities and halogen lamps is developed at high temperature SHPB test. There are some difficulties in a high temperature test such as temperature gradient, lubrication and prevention of oxidation of specimen. The temperature gradient of specimen is affected by the variation of temperature. Barreling occurred at not properly lubricated specimen. Stress-strain relations of pure titanium have been obtained in the range of strain rate at $1900/sec{\sim}2000/sec$ and temperature at $25^{\circ}C{\sim}1000^{\circ}C$.

• 대한기계학회논문집
• /
• 제15권5호
• /
• pp.1472-1478
• /
• 1991

본 연구에서는 Rectangular Computer Tension(CT) 시편을 수정하여 만든 표준 시편인 MRL-CLWL시편(material research laboratorycrack line wedge loaded specimen )으로 균열정지 인성치를 결정하였다. 그리고 CT시편과 같은 효과를 갖는 Newman등 이 제안한 round compact tension(RCT)시편을 수정한 Round-CLWL 시편으로 균열정지인 성치를 결정하여 상호 비교평가하였다. Round-CLWL 시편은 시편제작시 round-bar를 절단하여 시편으로 가공할 수 있으므로 가공성이 좋으며 따라서 가공비가 적게 든다. 특히 균열 위치 및 방향을 임의로 선택하여 가공하기가 용이하므로 방향성이 있는 소 재의 균열정지 인성치를 결정하는 데 매우 편리한 시편이라 생각된다. 본 논문에서 는 Round-CLWL 시편으로 $K_{1a}$ 값을 계산하는데 필요한 형상계수를 결정하였으며, Polymethylmethacrylate(PMMA)를 사용하여 Round-CLWL 시편 채택의 타당성 확인을 위 한 MRL-CLWL과 Round-CLWL 시편 채택의 타당성 확인을 위한 MRL-CLWL과 Round-CLWL시 편의 $K_{1a}$결정 실험을 하였다.하였다.

• 한국산학기술학회논문지
• /
• 제18권12호
• /
• pp.118-125
• /
• 2017

본 논문은 FRP Hybrid Bar의 최적 부착 성능 도출을 위한 실험 결과를 나타낸다. FRP Hybrid Bar는 이형 철근의 부식문제를 해결하기 위하여 이형 철근 외측에 유리섬유를 감싸 만들어졌다. 콘크리트와의 부착 성능 향상을 위해 매끈한 FRP Hybrid Bar 표면에 수지와 규사를 이용하여 코팅하였고 수지의 종류 및 점도, 그리고 규사의 크기를 실험 변수로 하여 FRP Hybrid Bar의 부착 성능을 실험적으로 평가하였다. FRP Hybrid Bar의 부착 성능 평가를 위해 한 변의 길이가 200 mm인 정육면체 콘크리트 블록에 FRP Hybrid Bar를 매립하였고, 인발 실험을 통하여 FRP Hybrid Bar와 콘크리트의 계면에서의 최대 하중과 슬립을 측정하였다. 실험 결과로부터, 각 실험 변수에 따른 최대 하중 및 부착 강도를 산정하였고 FRP Hybrid Bar의 부착 성능이 가장 우수한 수지 종류 및 점도, 그리고 규사 크기를 도출하였다. 에폭시 수지와 5호 규사를 사용한 실험체의 최대부착강도는 이형철근의 최대부착강도 대비 약 35% 정도 증가되었다.

• 콘크리트학회논문집
• /
• 제18권5호
• /
• pp.603-610
• /
• 2006

철근콘크리트 구조물의 외부 비부착 보강방식은 다른 보강기법과 비교하여 설치가 빠르며 간단하다는 장점을 가진다. 고장력 인장봉을 사용한 보강방식은 강판 또는 탄소섬유쉬트 부착공법과는 달리 설치를 위한 콘크리트 표면가공이 필요치 않고 환경적인 조건에 영향을 받지 않는다. 본 연구를 통해 개발된 보강방식은 정착핀 또는 정착판을 통하여 보의 단부에서 고장력 인장봉과 RC보를 연결하는 보강방식이다. 여기에 편심기를 통하여 외부보강 강봉이 RC보의 곡률에 대응하도록 하였다. 본 논문에서는 보강된 RC보에 관한 총 10개의 실험체 제작하여 실험을 실시하였다. 실험의 주요 변수는 보강재료의 직경, 강봉 보강의 깊이와 개수이다. 본 논문에서는 본 연구를 통하여 개발된 보강공법으로 보강된 RC보의 구조적 거동을 기술하였으며, 보강된 RC보의 실험 결과를 무보강 실험체와 비교하였다. 실험결과 제안된 보강방법은 무보강 실험체와 비교하여 매우 우수한 강도 증진효과를 나타내었고 편심장치의 사용은 효율성을 향상시켰다. 또한, 두개의 편심기를 사용한 실험체는 1개의 편심장치를 사용한 실험체에 비해 모멘트 성능이 우수하였고, 외부보강 강봉은 보의 휨강도 뿐만 아니라 전단강도를 향상시키는 결과도 가져왔다.

• 소성∙가공
• /
• 제27권5호
• /
• pp.281-288
• /
• 2018

This study deals with the microstructure and tensile properties of 600 and 700 MPa-grade high-strength seismic reinforced steel bars. High-strength seismic resistant reinforced steel bars (SD 600S and SD 700S) were fabricated by TempCore process, especially the SD 700S specimen was more rapid cooled than the SD 600S specimen during the TempCore process. Although two specimens had microstructure of tempered martensite in the surface region, the SD 600S specimen had ferrite-degenerated pearlite in the center region, whereas the SD 700S specimen had bainite-ferrite-degenerated pearlite in the center region. Therefore, their hardness was highest in the surface region and revealed a tendency to decrease from the surface region to the center region because tempered martensite has higher hardness than ferrite-degenerated pearlite or bainite. The SD 700S specimen revealed higher hardness in the center region than SD 600S specimen because it contained a larger amount of bainite as well as ferrite-degenerated pearlite. On the other hand, tensile test results indicated the SD 600S and SD 700S specimens revealed continuous yielding behavior because of formation of degenerated pearlite or bainite in the center region. The SD 600S specimen had a little higher tensile-to-yield ratio because the presence of ferrite and degenerated pearlite in the center region and the lower fraction of tempered martensite enhance work hardening.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 2002년도 가을 학술발표회 논문집
• /
• pp.431-436
• /
• 2002

In this paper, to seek a solution of reducing autogenous shrinkage three types of bar restricted concrete specimens which have similar compressive strength were tested. The three type of concrete were plain concrete-P25 type, $10^{\circ}C$ fly-ash replaced concrete-F10 type, and $1^{\circ}C$ expansion admixture replaced concrete-SP1 type, and with the test result an experimental study was conducted to gain the tensile stress of concrete. From the result of P25, SP1, F10 tests, it was found that by the age of 14 the ratios of tensile stress to tensile strength of three specimens are $75^{\circ}C$, $47^{\circ}C$, $52^{\circ}C$ respectively. so we came to a conclusion that the SP1-type concrete has better capacity to reduce autogenous shrinkage than F10-type concrete at similar compressive strength condition.

• 한국자동차공학회논문집
• /
• 제6권2호
• /
• pp.80-91
• /
• 1998

In this paper, the estimation of dynamic interlaminar fracture toughness on fracture mode II in CFRP(carbon fiber reinforced plastics) laminates in made. Dynamic ENF(End Notched Flexure) apparatus used in this paper is manufactured by suing Split Hopkinson Pressure Bar. The static and impact load history in the CFRP specimen is measured by using manufactured dynamic ENF tester and 3-point bending test is carried out to find the load history. Also dynamic interlaminar fracture toughness can be found by using the J integral obrained from dynamic analysis in consideration of intertia-force effect.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 2001년도 가을 학술발표회 논문집
• /
• pp.1045-1050
• /
• 2001

This study was performed to evaluate reinforced concrete durability in chloride attack environment under sustained load by the corrosion of reinforcing bars and the permeation of chloride ion. Generally, it is regarded that permeability of chloride ion is determined by the properties of concrete, but the effects of load which make alternation of concrete inner structure such as crack and so on should not neglected. In this study, it is shown that the relation between bending load on RC beam, deflection and crack of specimen, permeation of chloride ion, rating of re-bar corrosion, and the relation between compression load and permeation of chloride ion. Therefore the effects of load on permeation of chloride ion and re-bar corrosion are evaluated.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 1991년도 봄 학술발표회 논문집
• /
• pp.65-68
• /
• 1991

Finite element analysis is used to study the role of interfacial properties on the bond strength of reinforcing steel to concrete. Specifically, the role played by epoxy coatings on the failure of standard beam-end specimens is explored. Experimental results show that epoxy coatings reduce bond strength, but that the effect is dependent on the bar size and the deformation pattern. The finite element model for the beam-end specimen includes representations for the deformed steel bar, the concrete, and the interfacial material. The interface elements can be varied to match the stiffness and friction properties of the interfacial material. Cracking within the concrete is represented using Hillerborg's ficticious crack model. The model is used to study important aspects or behavior observed in the tests and to provide an explanation for the effect of the various test parameters.

• Geomechanics and Engineering
• /
• 제12권1호
• /
• pp.1-8
• /
• 2017

An experimental technique for determining the spalling strength of rock-like materials under a high strain rate is developed. It is observed that the spalling strength of a specimen can be determined by only knowing the wavelength, loading peak value and length of the first spallation of an incident wave under a specific loading waveform. Using this method in combination with a split-Hopkinson pressure bar (SHPB) and other experimental devices, the spalling strength of granite specimens under a high strain rate is tested. Comparisons with other experimental results show that the new measuring method can accurately calculate the dynamic tensile strength of rock materials under a high strain rate.