• 터널과지하공간
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• 제15권3호
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• pp.223-227
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• 2005

국내의 일부 지역에서만 발견되는 유리질화산암중 삼호지역에 분포하고 있는 암석을 대상으로 암석의 물리적$cdot$역학적 특성에 대하여 살펴보았다. 본 연구를 수행하기 위하여 암석의 기본 물리적 성질 시험인 비중, 함수비, 흡수율, 공극률, 초음파 속도, 그리고 역학적 성질 시험인 일축 및 삼축 압축, 압열인장 강도, 점하중 강도 등 실내 시험 방법을 이용하였다. 유리질화산암에서 나타나는 비중의 크기는 2.28이였으며, 함수비와 흡수율은 $1.67\%$와 $1.72\%$로써 비슷한 값을 보였다 공극률은 3.87\%$로 낮게 나타난 반면, 초음파 속도는 P파가 5330m/s, S파가 2980 m/s로써 비교적 높은 값을 보였다. 유리질화산암의 압열인장 강도는 7.2MPa 점하중 강도는 2.6MPa로 나타났다. 점하중 강도로부터 추정한 일축압축 강도는 62.4MPa로 실제 일축압축 시험으로부터 구한 66.0MPa과 매우 잘 일치하였다. 일축압축 시험에서 구한 탄성계수 영률은 E=43.2 GPa이였으며, 포아송비는 v=0.28로 나타났다. 또한, Mohr-Coulomb 파괴포락선으로부터 구한 유리질화산암의 점착력은 c=20.1MPa 내부 마찰각은 $\Phi=28.6^{\circ}$로 나타났다.

• International Journal of Concrete Structures and Materials
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• 제10권sup3호
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• pp.97-108
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• 2016

When the energy performance of concrete is substantially higher than that of normal type concrete, such concrete is regarded as energy efficient concrete (WBSCSD 2009). An experimental study was conducted to investigate mechanical properties of energy efficient concrete with binary, ternary and quaternary admixture at different curing ages. Slump test for workability and air content test were performed on fresh concretes. Compressive strength, splitting tensile strength were made on hardened concrete specimens. The mechanical properties of concrete were compared with predicted values by ACI 363R-84 Code, NZS 3101-95 Code, CSA A23.3-94 Code, CEB-FIP Model, EN 1991, EC 2-02, AIJ Code, JSCE Code, and KCI Code. The use of silica fume increased the compressive strengths, splitting tensile strengths, modulus of elasticities and Poisson's ratios. On the other hand, the compressive strength and splitting tensile strength decreased with increasing fly ash.

• Nuclear Engineering and Technology
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• 제24권1호
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• pp.98-109
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• 1992

본 연구에서는 천호산석회암에 대한 피로파괴 거동을 조사하기 위해“일축압축 반복시험”을 수행하였고, 반복 하중하에서는 하중속도를 760kg/$\textrm{cm}^2$/sec로 적용하여 일정하게 유지시켰다. 또한 암종에 따른 피로거동을 규명하기 위해 Indiana 석회암과 성주사암에 대한 기존의 연구결과와 비교 검토하였다. 피로현상은 파괴에 이르는데 요하는 반복횟수(N)와 최대적용응력(S)과의 관계를 S-N 곡선으로 나타낸다. 암종에 따른 S-N곡선을 비교하기 위해 $10^4$반복횟수까지 식으로 나타내었고, 이 때의 천호산석회암과 성주사암시편의 상관계수(R)는 각각 0.886, 0.983 이다. 3가지 암석시편 모두가 응력 수준이 높을수록 피로수명이 짧은 점을 알 수 있었다 암종별 피로수명은 천호산석회암, Indiana 석회암과 성주사암의 경우에 있어서 각각 응력수준 81.5% 이상, 70% 이상 74.8% 이상에 해당한다고 볼 수 있다. $10^4$회 반복에서도 파괴되지 않은 시편들에 대해 정하중강도를 측정하여 원래의 정하중강도와 비교한 결과, 강도증가율은 천호산석회 암이 약 6.18%, Indiana 석회암의 경우는 10.96% 정도이다. 반복횟수에 따른 포아송비와 체적변형률의 변화를 조사하기 위해 천호산 석회암과 성주사암을 비교한 결과, 두 경우 모두 응력수준이 높을수록 급증하는 경향을 나타내며, 파괴직전부터 급격한 증가추세를 보였다 또한 각 응력수준에 저한 포아송비와 체적변형률에 있어서 1회 반복시와 파괴직전의 반복시를 비교 검토하였다.

• 산업기술연구
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• 제10권
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• pp.57-67
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• 1990

Uniaxial compression tests are performed under various loading rates to study the influence of loading rate on the compressive strengths and deformation behaviours. The rock samples adopted in this experiments are Onyang granite, Hambaek sandstone, Hambaek shale and Donghae limestone. Total 120 specimens are prepared for this study. As the loading rate increases from static to dynamic state which is about the level of $800{\sim}1,400kgf/cm^2/sec$, the uniaxial compressive strengths are also increased within the range of 40%. And Young's modulus and Poisson's ratio show similar trends but have a little lower rates of increase when compared with that of uniaxial compressive strength.

• Smart Structures and Systems
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• 제21권4호
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• pp.469-477
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• 2018

This paper presents a numerical solution for the thick cylinders made of functionally graded materials (FGMs) with a constant Poisson's ratio and an arbitrary Young's modulus. We define two fundamental solutions which are derived from an ordinary differential equation under two particular initial boundary conditions. In addition, for the single layer case, we can define the transfer matrix N. The matrix gives a relation between the values of stress and displacement at the interior and exterior points. By using the assumed boundary condition and the transfer matrix, we can obtain the final solution. The transfer matrix method also provides an effective way for the solution of multiply layered cylinder. Finally, a lot of numerical examples are present.

• Steel and Composite Structures
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• 제16권4호
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• pp.339-356
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• 2014

This paper presents a study of the nonlinear cylindrical bending of an exponential functionally graded plate (simply called E-FG) with variable thickness. The plate is subjected to uniform pressure loading and his geometric nonlinearity is introduced in the strain-displacement equations based on Von-Karman assumptions. The material properties of functionally graded plates, except the Poisson's ratio, are assumed to vary continuously through the thickness of the plate in accordance with the exponential law distribution; and the solution is obtained using Hamilton's principle for constant plate thickness. In order to analyze functionally graded plate with variable thickness, a numerical solution using finite difference method is used, where parabolic variation of the plate thickness is studied. The results for E-FG plates are given in dimensionless graphical forms; and the effects of material and geometric properties on displacements and normal stresses through the thickness are determined.

• 한국정밀공학회지
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• 제27권3호
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• pp.111-117
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• 2010

The repeated unit cell structure is applied to the composite, the carbon nano tube and sandwich panel. In this paper, a study on the stiffness of unit cell structure has been performed with the tube support plate of the steam generator. For this, repeated unit cell structure's equivalent elastic constant and poisson's ratio was evaluated through FEA and tests under the elastic range load. Also we evaluated the effect on the specimen size from results.

• 한국정밀공학회지
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• 제25권4호
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• pp.100-107
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• 2008

Bellows is an important component in Joule-Thomson cryocooler, which minimize the excessive flow of the cryogenic gas. The bellows is made of Monel 400 and its geometry is an axial symmetric shell. During cool-down process, the pressure and volume within bellows must be satisfied with Benedict-Webb-Rubin state equation. Moreover, Poisson's ratio of Monel 400 is nearly constants, but its Young's modulus varies for a drop in temperature. Under these conditions, bellows contracts in the axial direction like a spring. To evaluate deformation of bellows at cryogenic temperature, the numerical calculation of the volume within bellows and finite element analysis are iteratively used in this research. the numerical results show that deformation of the bellows is approximately linear for change of temperature.

• 한국전기전자재료학회:학술대회논문집
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• 한국전기전자재료학회 2002년도 추계학술대회 논문집 Vol.15
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• pp.305-308
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• 2002

This paper presents design and analysis of stator which is vibration source of ring-type ultrasonic motor. The stator were designed for 9th flexural vibration mode. Designed stator was simulated by FEA for changing its materials. As results, the resonance frequencies of stators were changed by Poisson's ratio and density. And higher displacement were obtained by using the materials of low Young's modulus. Using the results, can easily design and manufacture the stator of ring type ultrasonic motor. And we suppose that it can save the time and finances.

• Structural Engineering and Mechanics
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• 제53권1호
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• pp.27-40
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• 2015

The rational analytical solutions are presented for functionally graded beams subjected to arbitrary tractions on the upper and lower surfaces. The Young's modulus is assumed to vary exponentially along the thickness direction while the Poisson's ratio keeps unaltered. Within the framework of symplectic elasticity, zero eigensolutions along with general eigensolutions are investigated to derive the homogeneous solutions of functionally graded beams with no body force and traction-free lateral surfaces. Zero eigensolutions are proved to compose the basic solutions of the Saint-Venant problem, while general eigensolutions which vary exponentially with the axial coordinate have a significant influence on the local behavior. The complete elasticity solutions presented here include homogeneous solutions and particular solutions which satisfy the loading conditions on the lateral surfaces. Numerical examples are considered and compared with established results, illustrating the effects of material inhomogeneity on the localized stress distributions.