• 터널과지하공간
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• 제31권6호
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• pp.428-439
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• 2021

뿜칠 멤브레인은 폴리머로 구성된 재료로서 지보 또는 차수 목적으로 기존 방수포와 같은 재료를 대체 할 수 있을 것으로 기대되는 뿜어 붙이는 방식의 재료이다. 이전의 해외 연구에서 기존 시멘트계 지보 재료들에 추가로 뿜칠 멤브레인을 시공할 경우 숏크리트와 같은 지보재의 시공 두께를 줄일 수 있을 것으로 기대하고 있으나 국내에서는 아직까지 실험이나 분석 결과가 많이 보고되고 있지 못하다. 본 연구에서는 고성능 숏크리트에 뿜칠 멤브레인을 바깥면에 타설하여 3점 휨시험을 수행하고 고성능 숏크리트와 뿜칠 멤브레인이 시공된 경우를 비교하여 분석하였다. 실내 표준 시험과 실대형 휨시험을 통해 산정된 값을 서로 비교한 결과 휨강도 측면에서는 큰 차이를 보이지 않았으나 휨인성 부분에서 차이를 보이는 것으로 나타났다.

• 한국세라믹학회지
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• 제29권7호
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• pp.511-516
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• 1992

In this study, SiC powder and Si powder were used as the raw materials. Mixture was prepared with addition of Al2O3 and Fe2O3 at 0.1~0.5wt% respectively. After this step, the mixture was pressed and nitrided for 30 hrs at 140$0^{\circ}C$ under NH3-N2 atmosphere. Mechanical properties of sintered specimens were investigated from measurement of porosity, bulk density and three point bending test. nitration reaction extent was observed at the change of mass before and after reaction, and the microstructure and the change of $\alpha$-Si3N4 and $\beta$-Si3N4 were observed by XRD and SEM. In the current work, the results are as follows 1. When Fe2O3 added, the nitridation increased with the content of Fe2O3, and the bending strength was increased from 0.1 wt% to 0.3 wt%, and decreased to 0.5 wt%. 2. When Al2O3 added, the nitridation and the bending strength increased little by little with the content of Al2O3 3. The bending strength of the specimen added with Fe2O3 were higher than that with Al2O3. Because the specimens contained Fe2O3 had much more the whisker type crystal of Si3N4 contributing to strength than contained Al2O3.

• 대한치과교정학회지
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• 제40권1호
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• pp.40-49
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• 2010

본 연구의 목적은 martensitic (M-NiTi), austenitic (A-NiTi) 및 thermodynamic nickel-titanium wire (T-NiTi)의 물리적 특징과 상전이 정도를 평가하는 것이다. 재료는 $0.016\;{\times}\;0.022$ inch의 M-NiTi (Nitinol Classic, NC), A-NiTi (Optimalloy, OPTI)와 T-NiTi (Neo-Sentalloy, NEO)이었으며, differential scanning calorimetry (DSC), 3점굽힘실험, X-ray diffraction (XRD), 미세구조 분석을 시행하였으며, ANOVA test로 통계처리하였다. DSC분석 결과 OPTI와 NEO는 heating curve에서 2개의 peak, cooling curve에서 1개의 peak를 보였고, NC는 heating과 cooling curve에서 1개의 넓고 약한 peak를 보였다. Austenite finishing ($A_f$) 온도는 OPTI $19.7^{\circ}C$, NEO $24.6^{\circ}C$, NC $52.4^{\circ}C$였다. 3점굽힘실험 결과 NC, OPTI, NEO 모두 residual deflection을 보였으며, NC와 OPTI의 load range가 NEO보다 컸다. XRD와 미세구조 분석결과 OPTI와 NEO는 Martensite finishing ($M_f$)에서 martensite와 austenite가 섞여 있음이 관찰되었다. NEO와 OPTI는 NC보다 개선된 물리적 특징과 상전이 행태를 보였다. NiTi 호선의 물리적, 온도에 따른 행태는 예상되었던 상전이 정도에 의해 완벽하게 설명되지 않았으며, 그 이유는 복잡한 martensite variants의 존재와 열과 stress에 의해 유도된 독립적인 상전이에 기인한다고 생각된다.

• Progress in Superconductivity
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• 제9권1호
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• pp.107-110
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• 2007

Bi/CNT composite and resin/CNT were chosen to improve the mechanical properties of $YBa_2Cu_3O_7$(YBCO) superconductor. In order to elucidate the effects of Bi/CNT composite and resin/CNT in YBCO superconductors, melt texture superconductor were impregnated by mixed compound of Bi and CNT into the artificial holes parallel to the c-axis, which were drilled on the YBCO superconductor. Various amount of Bi/CNT and resin/CNT were impregnated to YBCO superconductor with different holes diameters. Typical artificial holes diameters were 0.5, 0.7, and 1.0 mm respectively. Result of three-point bending test measurement, the bending strength with resin/CNT impregnation was improved up to 59.64 MPa as compared with 50.79 MPa of resin/CNT free bulk. Resin/CNT impregnation has been found to be one of the effective ways in improving the mechanical properties of bulk superconductor.

• 대한치과교정학회지
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• 제30권6호
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• pp.731-738
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• 2000

본 연구의 목적은 재생된 니켈-티타늄 호선의 3점 굴곡물성의 변화를 조사하여, 임상적으로 니켈-티타늄 호선을 재생하여 사용하는 것이 타당한지를 알아보는 것이다. 4종의 니켈-티타늄 호선(Align, NiTi, Optimallo, Sentalloy)을 처리전(T0: 대조군)과 인공타액에 4주간 처리한 군(T1), 그리고 인공타액 처리 후 가압증기 멸균소독한 군(T2)으로 구분하여 3점 굴곡실험을 하였다. 3mm 변형시의 loading force, unloading force, hysteresis와 1mm 변형시의 loading, unloading force, stress hysteresis의 변화를 관찰하여 다음과 같은 결과를 얻었다. 1. Align은 재생 (T2)후에 3mm 변형시의 loading force, unloding force가 통계적으로 유의성 있게 증가하였다(loading force: p,0.05, unloading force:p<0.01). NiTi, Optimmalloy, Sentalloy에서는 통계적으로 유의성 있는 차이가 보이지 않았다. 2. Align은 재생(T2)후에 hysteresis가 통계적으로 유의성 있게 감소하였다(p<0.01). NiTi, Optimmalloy, Sentalloy에서는 통계적으로 유의성있는 차이가 보이지 않았다. 3. 모든 호선에서 1mm 변형시의 loading force는 재생(T2)후에 통계적으로 유의성있는 차이를 보이지 않았다. 4. Align은 재생(T2)후에 1mm 변형시의 unloading force가 통계적으로 유의성있게 증가하였다(p<0.05). NiTi, Optimmalloy, Sentalloy에서는 통계적으로 유의성있는 차이가 보이지 않았다. 5. Align의 loading force와 unloading force는 T1과 T0는 통계적으로 유의한 차이가 없었으며, T2와 T0사이에 유의성 있는 차이가 있었다(각각 p<0.05, p<0.01). 6. Align은 T1에서 pseudoelasticity가 감소하고, T2에서는 pseudoplasticity와 pseudoelasticity가 감소하였다.

• 한국안전학회지
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• 제37권5호
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• pp.7-13
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• 2022

Digital image correlation (DIC) is a method used to measure the displacement and strain of structures. It involves transforming and analyzing images before and after deformation using correlation coefficients from irregular light and shade on the surface of structures. In the present study, a microspeckle pattern was applied to the surface of a specimen to identify initial cracking. The test specimen constituted CFRP composites laminated on a curved Al liner The specimen was manufactured by stacking 100 ply of CFRP prepregs in the 0° and 90° directions in a three-point bending test. The equivalent strain was evaluated through DIC analysis after monitoring deformation using a CCD camera. Fracture shape was observed using a microscope. The equivalent strain contour distribution was checked until the maximum load fracture occurred at the center of the test specimen. Variations in the strain indicated the initial occurrence and progression of microcracks. These results can be used to improve the accuracy of detecting micro crack initiation and to achieve structural stability.

• 한국세라믹학회지
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• 제43권3호
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• pp.193-197
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• 2006

Symmetric three-layer $Al_2O_3/ZrO_2$ composite has been prepared by freeze casting and pressureless sintering at $1400-1600^{\circ}C$ in air. The layered material sintered at $1600^{\circ}C$ showed the maximum fracture strength (410 MPa), measured by a four-point bending test. Contact damage strength was superior in three-layer composite compared with corresponding mono-layered material, possibly due to the development of relatively large compressive stress. The grain growth of $ZrO_2$ particles was mainly governed by coalescence mechanism.

• Composites Research
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• 제28권1호
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• pp.1-5
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• 2015

In this paper the influence of fiber orientation of basalt and carbon inter-ply fabrics on the flexural properties of hybrid composite laminates was experimentally investigated. Four types of basalt/carbon/epoxy inter-ply hybrid composite laminates with varying angle ply orientation of reinforced basalt fiber and fixed orientation of carbon fiber were fabricated using hand lay-up technique. Three point bending test was performed according to ASTM 7264. The fracture surface analysis was carried out by scanning electron microscope (SEM). The results obtained from the four laminates were compared. Lay-up pattern of $[0B/+30B/-30B/0C]_S$ exhibits the best properties in terms of flexural strength and flexural modulus. Scanning electron microscopy results on the fracture surface showed that the interfacial de-bonding between the fibers and epoxy resin is a dominant fracture mode for all fiber lay-up schemes.

• 한국복합재료학회:학술대회논문집
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• 한국복합재료학회 2001년도 춘계학술발표대회 논문집
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• pp.34-37
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• 2001

This study developed Fiber/Particle Hybrid MMCs and analyzed their mechanical properties. Using $\textrm{Al}_2\textrm{O}_3f$ and $\textrm{Al}_2\textrm{O}_3p$ with the fiber to particle ratio of 1:1, 1:3, 1:5 hybrid preform and MMCs are fabricated. For the analysis of the mechanical properties, three point bending tests were preformed for the preform and tensile test for the MMCs. The experimental results show that the hybrid MMCs can be successfully fabricated using the equipment of fiber preform fabrication system and squeeze casting method. And as the amount of particle in hybrid MMCs increases, the tensile strength, elastic modulus and the volume fraction of reinforcement increases.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2002년도 봄 학술발표회 논문집
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• pp.911-916
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• 2002

It is important to consider the effect of depth when estimating the ultimate strength of a concrete flexural member because the strength always decreases with an increase of member size. In this study, the size effect of reinforced concrete beam was experimentally investigated. For this purpose, a series of beam specimens subjected to 2-point bending load were tested. More specifically, three different depth (d=15, 30, and 60 cm) of reinforced concrete beams were tested to investigate the size effect. The shear-span to depth ratio (a/d=3) and thickness (20 cm) of the specimens were kept constant where the size effect in out-of-plan direction is not considered. The test results are fitted using least square method (LSM) to obtain parameters for modified size effect law (MSEL). The analysis results indicate that the flexural compression strength and ultimate strain decreases as the specimen size increases. Finally, more general parameters for MSEL are suggested.