• The Korean Journal of Rheology
• /
• v.7 no.3
• /
• pp.225-236
• /
• 1995

세가지 가교제 즉 황, tetramethyltyiuram disulfide (TMTD) 및 dicumyl peroxide(DCP)로 각각 가교시킨 카본블랙 충진 고분자 망상 시료들에 대해 일축연신 실험 을 통해 얻은 Mooney plot를 분석, 가교 탄성율 Gc와 엉킴 탄성율 Ge를 각각 구하였다. 각 가교계에 대하여 Gc를 통해서는 가교 사슬간의 평균분자량, 망상사슬과 카본블랙간 결합체 의 밀도 및 평균 면적 등을 Gc를 통해서는 카본블랙 첨가에 따른 관경비를 각각평가하였다. 황 가교제의 경우 Gc가 가장 높았으며 망상 사슬과 카본블랙간의 결합이 가장 잘 이루어졌 다. TMTD와 DCP가교제의 경우는 황의경우보다 카보블랙 입자와의 결합력은 낮았으나 결 합체들의 분포는 더욱 조밀하게 나타났다. 또한 Ge평가로부터는 TMTD 가교계가 카본블랙 충진에 의해 관경이 가장크게 증가함을 알수 있었다.

• Composites Research
• /
• v.23 no.1
• /
• pp.17-22
• /
• 2010

The compressive and dynamic properties of magnetorheological elastomers were investigated as functions of magnetizable particle volume fraction, alignment of the embedded particle and magnetic force. The specimens consisted of pure and filled silicons with randomly dispersed, longitudinal and transverse aligned magnetizable particle chains. To align the embedded particles in the elastomer, the cross-linking of the elastomer composites took place in a magnetic field. The compression and dynamic tests in the absence and the presence of different magnetic forces were carried out. The modulus and loss factor of the elastomer composites increase with increasing volume fraction at the same magnetic force. The case of longitudinal alignment shows a high modulus and loss factor when compared to the case of transverse alignment or random dispersion.

• Proceedings of the Korean Institute of Electrical and Electronic Material Engineers Conference
• /
• 2007.11a
• /
• pp.502-502
• /
• 2007

A catenary system should be designed to have an uniform elasticity over a span in order to maintain the lowest possible loss of contact between a pantograph and a contact wire. A elasticity uniformity of a catenary can be regarded as a important design factor used for predicting the current collection performance for a catenary. There are a couple of formulas to calculate the degree of elasticity uniformity of a catenary according to the literature survey. The effectiveness of these formulas is reviewed by performing catenary elasticity and loss of contact analysis for various different configurations of catenary systems using a beam element based FEM program. The results reveals that these formulas are not suitable to predict the current collection performance for a catenary. Therefore, a new formula based on the standard deviation of the elasticity over a span is proposed in this study. The analysis results show that the new formula for an elasticity uniformity of a catenary is very effective in predicting the current collection performance for a catenary.

• Journal of the Korean Crystal Growth and Crystal Technology
• /
• v.20 no.5
• /
• pp.232-236
• /
• 2010

Silicon carbide (SiC) ceramics are widely used in the application of high-temperature structural devices due to their light weight as well as superior hardness, fracture toughness, and temperature stability. In this paper, we employed classical molecular dynamics simulations using Tersoff's potential to investigate the elastic constants of the SiC crystal at high temperature. The stress-strain characteristics of the SiC crystal were calculated with the LAMMPS software and the elastic constants of the SiC crystal were analyzed. Based on the stress-strain analysis, the SiC crystal has shown the elastic deformation characteristics at the low temperature region. But the slight plastic deformation behavior was shown as applied the high strain over $1,000^{\circ}C$. Also the elastic constants of the SiC crystal were changed from about 475 GPa to 425 GPa as increased the temperature to $1,250^{\circ}C$.

• Korean Journal of Materials Research
• /
• v.6 no.2
• /
• pp.197-203
• /
• 1996

천연고무/폴리스티렌계 semi- 및 full-IPN의 동적성질을 IPN 조성과 가교도의 함수로 조사하였고, 23$^{\circ}C$에서의 탄성율을 선택하여 복합모델과 비교하였다. Full-IPN이 semi-IPN에 비해 상분리를 억제시키는 효과가 컸으며, 23$^{\circ}C$에서의 탄성율에서도 Davies 모델에 더 근접하였다. Coran-Patel 모델해석에서, 상전이의 중심이 되는 조성은 full-IPN의 경우 $\Phi$2=0.75-0.8이었다.

• Proceedings of the Korean Fiber Society Conference
• /
• 1998.04a
• /
• pp.144-147
• /
• 1998

다양한 변형 양식에 대한 고분자 물질의 응답특성을 예측하기 위해서는 완화 스펙트럼 H(λ) 또는 선형 완화 탄성율 G(t)를 결정하여야 한다. 완화 스펙트럼은 연속 완화 스펙트럼과 불연속 완화 스펙트럼(혹은 이산 완화 스펙트럼)으로 구분되며, 완화 스펙트럼과 완화 탄성율을 동적 점탄성으로부터 계산할 수 있는 여러 가지 방법들이 많은 연구자들에 의해 수행되어 왔다.(중략)

• Proceedings of the Korean Fiber Society Conference
• /
• 2003.04a
• /
• pp.101-102
• /
• 2003

선형점탄성에서 완화시간분포를 알면 완화탄성율, 동적 점탄성율 등 다양한 정보를 알 수 있기 때문에 중요한 정보이지만 실험으로 직접 측정되는 물리량이 아니며 완화탄성율이나 동적 점탄성율의 실험 결과로부터 얻는 것도 많은 수학적인 어려움이 있다. 최근에 Regularization을 이용한 방법으로 연속함수로써 완화시간분포를 계산하는 방법들이 개발되어진 바 있다. 동적점탄성율 실험결과로부터 완화시간분포를 연속함수로써 계산할 수 있는 간단한 수치해법을 연구하였다. (중략)

• Journal of the Korean Wood Science and Technology
• /
• v.48 no.5
• /
• pp.696-709
• /
• 2020

A board was manufactured for each resin and sawdust addition using the chaff made by carbonizing the chaff charcoal, an agricultural by-product that emerge during the rice pounding process, and sawdust. And effects of the additions of resin and sawdust on coefficients of dynamic and static modulus of elasticity, modulus of rupture, as well as the relationship between the dynamic modulus of elasticity, statis modulus of elasticity, and modulus of rupture were investigated. As phenol resin addition of chaff charcoal-sawdust compound board increases to 10~25%, the bending performance has increased. This suggests that resin addition largely effects the bending performance. Although the bending performance was gradually increased with the increase in sawdust addition, since the coefficients of determination (R²) between the sawdust addition with the coefficients of dynamic, static modulus of elasticity, and modulus of rupture were 0.4012, 0.0809, and 0.1971, respectively. Thus, it showed a relatively lower correlation, and the effect of sawdust on bending performance was small. Since a high correlation was confirmed between dynamic and static modulus of elasticity, and modulus of rupture of chaff charcoal-sawdust compound board, it was confirmed that prediction of static modulus of elasticity and modulus of rupture can be made in a nondestructive way from the dynamic modulus of elasticity.

• Proceedings of the KAIS Fall Conference
• /
• 2009.05a
• /
• pp.236-239
• /
• 2009

본 연구는 40~50대 중년 남녀를 대상으로 신체계측을 통해 얻어진 신체계측치 및 혈관탄성도와 최대산소섭취량의 관련성을 규명하기 위하여 일개 군 보건소 운동처방실을 방문한 남자 43명, 여자 53명을 대상으로 신체계측치 및 혈관탄성도, 최대산소섭취량 등을 측정하였다.결과를 보면 1.남자의 신체계측치와 혈관탄성도의 상관관계에서는 비만도가, 여자에서는 허리-엉덩이비율이 유의한 상관관계를 보였다. 2.남자의 신체계측치와 최대산소섭취량의 상관관계에서는 비만도, 체질량지수, 허리-엉덩이비율, 체지방율이 유의한 상관관계를 보였으며, 여자에서는 허리-엉덩이 비율, 체지방율이 유의한 상관관계를 보였다. 3.남자의 혈관탄성도 및 심혈관계지표와 최대산소섭취량의 상관관계에서는 최대심박수가 유의한 상관관계를 보였고, 여자에서는 혈관탄성도, 최대심박수가 유의한 상관관계를 보였다. 최대 산소섭취량을 종속변수로 한 다중회귀분석에서는 남녀 모두 체지방율, 혈관탄성도, 최대심박수가 유의한 변수로 나타났다. 즉 체지방율이 낮을수록, 혈관탄성도가 높을수록, 최대심박수가 높을수록 최대 산소섭취량이 높았다. 따라서 40~50대 중년의 최대산소섭취량에 영향을 주는 요인에는 신체계측에 의한 비만관련지수, 혈관탄성도, 심혈관계지표 등 여러 요인들이 복합적으로 관련되는 것으로 판단되어진다.

• Journal of the Korean Society for Railway
• /
• v.11 no.1
• /
• pp.61-68
• /
• 2008

Resilient modulus has been used for characterizing the stress-strain behavior of subgrade soils subjected to traffic loadings. With the recent release of the M-E Design Guide, highway agencies are further encouraged to implement the resilient modulus test to improve subgrade design. The subgrade design for the trackbed, however, is primarily relying on the static test results such as $K_{30}$ and deformation modulus, Ev. Therefore applicability of the resilient modulus for the design of trackbed needs to be evaluated. In this study, physical property tests, unconfined compressive tests and resilient modulus tests were conducted to assess the resilient and permanent strain behavior of 14 cohesive subgrade soils. A predictive model for estimating the resilient modulus is proposed based on the results of unconfined compressive tests and tangent elastic modulus, unconfined compressive strength, failure strain, secant modulus at peak, and yield strain. The predicted resilient moduli using the predictive models compared satisfactorily with measured ones. Although the permanent strain occurs during the resilient modulus test, the permanent behavior of subgrade soils is currently not taken into consideration.