• Elastomers and Composites
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• 제45권4호
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• pp.309-315
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• 2010

신발 밑창용 CIIR에 KBR, SSBR 및 XNBR을 다양한 조성으로 혼합하여 블렌드의 인장탄성률, 반발탄성, 저장탄성률, tan${\delta}$, 크리프 특성 변화 등을 검토하였다. 인장 탄성률 측정실험에서 XNBR이 가장 높은 값을 나타내었으며, CIIR이 가장 낮은 탄성률을 나타내었다. 반발탄성은 CIIR < XNBR < SSBR < KBR 순서로 반발탄성이 높아지는 경향을 나타내었으며, SSBR, XNBR, KBR이 CIIR에 혼합됨에 따라 블렌드의 반발탄성은 산술평균적으로 증가하는 경향을 나타내었다. 크리프 실험에서 CIIR이 가장 높은 점성변형을 나타내었으며, SSBR과 KBR은 상대적으로 낮은 점성 변형을 나타내었다. CIIR의 경우는 $-30^{\circ}C$ 부근에서 tan${\delta}$ 최대 피크를 나타내었으나, XNBR과 SSBR의 경우 CIIR 보다 높은 온도인 $5^{\circ}C$ 및 $0^{\circ}C$ 부근에서 각각 뚜렷한 피크를 나타내었다.

• 한국지반공학회논문집
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• 제29권9호
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• pp.55-69
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• 2013

본 설계법은 기존 탄성이론에 근거한 강화노반 설계방법의 대안으로 노반의 소성침하와 열차 반복하중에 따른 응력-변형 특성을 고려한 노반 설계 방법이다. 특징은 설계자가 요구하는 허용설계기준에 따라 교통하중과 열차 년간 통과톤수에 따라 노반의 탄성변위 뿐만 아니라 소성침하량을 평가할 수 있다. 본 설계법을 이용하여 허용 탄성 및 소성 침하량, 열차 속도 및 총통과톤수등의 설계조건을 고려하여 호남고속철도 표준노반단면에 적용하였다. 그 결과 노반의 회복탄성계수 모델인자($A_E$), 일축압축강도, 흙 재료 종류 등의 요구수준 등을 평가할 수 있다.

• 한국염색가공학회지
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• 제12권1호
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• pp.17-24
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• 2000

The tensile properties of polyester warp knitted fabrics of satin and reverse satin structure with various lengths of underlap were studied. In the range of low tension, the satin warp knitted fabric showed larger tensile energy and elongation in the direction of $0^\circ$ and larger tensile linearity, tensile resilience and initial modulus in $90^\circ$. Meanwhile, reverse satin one showed larger initial moduli in 0$^{\circ}$ and larger the others in $90^\circ$. In the range of high tension, the tendencies of both fabrics in $0^\circ$ direction were almost the same as those in all direction. As the under laps were shorter for both fabrics, tensile linearity, tensile energy and elongation increased, but tensile resilience decreased in all directions. However initial moduli were changed little.

• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 2003년도 춘계학술대회 논문집
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• pp.694-697
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• 2003

Materials with specific micro-structural shape can exhibit negative Poisson's ratio. These materials can be widely used in structural applications because of their high resilience and resistance to impact. Specially, in the field of artificial implant's material, they have many potential applications. In this study, we investigated the Poisson's ratio and the ratio(E$_{e}$/E) of the elastic modulus of rotational particle structures based on structural design variables using finite element method. As the ratio of fibril's length to particle's diameter increased and the ratio of fibril's diameter to fibril's length decreased fixing the fibril's angle with 45 degree. the negative Poisson effect of rotational particle structures increased. The ratio of elastic modulus of these structures decreased with Poisson's ratio. The results show the reasonable values as compared with the previous analytical results.s.

• Elastomers and Composites
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• 제39권4호
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• pp.274-280
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• 2004

신발중창용으로 사용되는 IP, PH 그리고 PU 발포체의 경도가 온도변화에 따른 발포체의 저장탄성율(G'), 충격력, 반발탄성율 등에 미치는 영향을 고찰하였다. 측정 온도가 감소함에 따라 PU 발포체의 저장탄성율은 현저히 증가하였으나, PH 및 IP 발포체의 경우 측정 온도에 따른 영향을 크게 받지 않는 것으로 나타났다. $20^{\circ}C$ 이하의 온도에서는 측정 온도가 감소함에 따라 PU 발포체의 충격력은 증가하는 현상을 나타내었으나 PH와 IP 발포체의 충격력은 온도에 큰 영향을 받지 않는 것으로 나타났다. $20^{\circ}C$ 이상의 온도에서 PH와 IP 발포체의 충격력은 현저하게 증가하였으나, PU 발포체의 경우는 큰 변화가 없었다. $-20^{\circ}C$에서 $40^{\circ}C$까지의 온도 영역에서는 PU 발포체의 반발탄성율이 PH와 IP의 경우 보다 낮게 나타났다.

• 한국운동역학회지
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• 제22권2호
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• pp.237-242
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• 2012

The purpose of this study was (a) to develop carbon nanotube-based shock absorbers for reducing potentially harmful impact forces and excessive foot pronation, and (b) to briefly determine how the effects of carbon nanotube-based shock absorbers on biomechanical variance during drop landing. A university student(age: 24.0 yrs, height: 176.2 cm, weight: 679.5 N) who has no musculoskeletal disorder was recruited as the subject. Hardness, specific gravity, tensile strength, elongation, 100% modulus, tear strength, split tear strength, compression set, resilience, vertical GRF, and loading rate were determined for each material. For each dependent variable, a descriptive statistics was used for different conditions. The property test results showed that tensile strength, tear strength, split tear strength, compression set, and resilience in carbon nanotube-based shock absorbers were greater than general Ethylene Vinyl Acetate(EVA). These indicated that resistance against variable strength in developed carbon nanotube-based shock absorbers were greater than general EVA. In vertical GRF of CNTC was less than those of EVA during drop landing and loading rate of CNTC was greater than EVA. It seems that the use of CNT can be a effective way of reducing and controlling shock from impact.

• 폴리머
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• 제26권2호
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• pp.218-226
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• 2002

산화에틸렌 함량, 분자량 및 분자사슬의 구조가 다른 폴리에테르형 기포개방제를 사용하여 고탄성 폴리우레탄 발포체를 제조하고 이 때 기포개방제의 구조 변화가 계의 반응속도, 유변학적 성질, 발포체의 구조적인 안정성, 개방기포 함량 및 기계적인 성질 등에 미치는 영향을 조사하였다. 기포개방제의 산화에틸렌 함량 증가와 분자사슬에 에스테르 결합의 도입에 따라 우레아 생성 반응이 지연되었으나, 기포개방제의 분자량은 큰 영향이 없음을 관찰하였다. 유변학적 성질의 관찰로 기포개방제의 산화에틸렌 함량과 분자량의 증가에 따라 반응물의 점도와 저장탄성율의 감소를 확인하였고, 이 때 얻어진 발포체는 낮은 구조적인 안정성과 높은 개방기포 함량을 가졌다. 에스테르 결합이 도입된 기포개방제는 가장 낮은 점도와 저장탄성율을 나타내었고 제조된 발포체는 높은 개방기포 함량을 가졌으며, 또한 에스테르 결합에 의해 증가된 분자간 힘으로 인해 구조적인 안정성이 증가하였다 발포체의 경도, 인장강도, 인열강도, 신율은 기포개방제의 산화에틸렌 함량과 분자량의 증가에 따라 저하하였으나, 에스테르 결합이 도입된 기포개방제의 경우에는 우수한 인장강도, 인열강도, 신율을 나타내었다.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2007년도 추계학술대회 논문집
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• pp.1279-1286
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• 2007

The purpose of a railway track is to provide a smooth surface for safe and economical train transportation. The performance of the track results from a complex interaction of the track and subgrade components in response to train loading and environmental actions. In the past, the role of subgrade as the track foundation were not recognized adequately. There are insufficient information and inadequate methods for subgrade design, assessment and improvement. This situation has survived for a long time largely because a subgrade defect can often be adjusted by adding more ballast under the ties or applying more frequent track maintenance. Therefore, the application of reinforced roadbed technology will be expected to increase in the future. The reinforced roadbed thickness is set depending on subgrade reaction modulus($K_{30}$) in the condition of upper subgrade through PBT in both conventional railroad and KTX railroads. As train velocity (V), train passing tonnage (N), and train axial load (P) are not considered in design, the roadbed thickness could be overestimated (or underestimated). Therefore, in this study has proposed a determination method of reinforced roadbed thickness using design chart made by resilience modulus and properties of earthwork materials.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2008년도 추계학술대회A
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• pp.791-794
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• 2008

MRE(Magneto-rheological Elastomer) is a material which shows reversible and various modulus in magnetic field. Comparing to conventional rubber vibration isolator, MREs are able to absorb broader frequency range of vibration. These characteristic phenomena result from the orientation of magnetic particle (i.e., chain-like formation) in rubber matrix. In this study, NR was used as a matrix in order to manufacture MREs. Magnetic reactive powder(MRP), having rapid magnetic reaction, was selected as a magnetic particle to give magnetic field reactive modulus. The mechanical properties of manufactured MREs were measured without the application of magnetic field. The results showed that the tensile property and resilience were decreased while the hardness was increased with the addition of CIP. The analysis of MR effect was carried out by FFT analyzer with various magnetic flux. As the addition of MRP and magnetic flux increased, increment of MR effect was observed.

• Elastomers and Composites
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• 제17권4호
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• pp.215-225
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• 1982

The purpose of this study is to get comparitive results on the combined accelerator systems comprised of MBT, MBTS, DPG and CBS with TMTD, TMTM and Zn-MDC to SBR compound. Vulcanization characterstics and physical properties of the combined accelerators have been studied by means of the Mooney viscometer, the Monsanto disc rheometer, tensile testing machine, aging chamber and so on. According to the test results, DPG, MBT and Zn-MDC system have show faster Mooney scorch time and optimum cure time than other systems. The Vulcanizate comprise of DPG, MBT and TMTD accelerator system has taken adventage of tensile strength, elongation, 100% modulus, resilience, compresion set.