• 한국농공학회논문집
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• 제55권3호
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• pp.113-121
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• 2013

Recently, it has been studied for the application of nano-materials in the concrete. Applied a small amount of nano-materials can achieve the goal of high strength, high performance and high durability. The small addition of nano clay improves strength, thermal stability, and durability of concrete because of the excellent dispersion. The present study has investigated the effectiveness, when varying with the contents of nano clay, influencing the pull-out behavior of macro synthetic fibers in nano materials cement mortar. Pullout tests conducted in accordance with the Japan Concrete Institute (JCI) SF-8 standard for fiber-reinforced concrete test methods were used to evaluate the pullout performance of the different nano clay. Nano clay was added to the 0, 1, 2, 3, 4 and 5 % of cement weight. The experimental results demonstrated that the addition of nano clay led to improve the pull-out properties as of the load-displacement curve in the precracked and debonded zone. Also, the compressive strength, flexural strength and pullout performance and of Mix No. 1 and No. 2 increased up to the point when nano clay used increased by 2 and 3 % contents, respectively, but decreased when the exceeded 3 and 4 %, respectively. It was proved by verifying increase of the scratching phenomenon in macro synthetic fiber surface through the microstructure analysis on the surface of macro synthetic fiber.

• 한국지반신소재학회논문집
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• 제9권1호
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• pp.13-20
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• 2010

본 연구에서는 얕은기초의 파괴거동과 전체적인 하중-변위 관계를 묘사하는 방법에 대하여 기술하였다. 제안한 방법에 의하여 얕은기초의 최고점 이후의 거동과 점진적인 파괴과정을 비교적 명확히 기술하는 것이 가능함을 보여주었다. 유한요소 수치해석법으로 얕은 기초지반에 대하여 마찰각과 체적팽창각을 달리하여 지지력계수 $N_{\gamma}$을 계산하였다. 일반적으로 적용하는 관련 흐름법칙과 거친 기초조건에 의한 지지력계수 $N_{\gamma}$값은 실제 흙거동인 비관련 흐름법칙과 약간 미끈한 기초조건에 대해서는 불안전한 설계가 되는 것을 보여주었다.

• 한국방재학회 논문집
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• 제6권3호
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• pp.29-35
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• 2006

교량의 지진응답해석시 단면의 비선형 거동특성에 따른 휨변형을 정밀하게 구현하기 위해 섬유요소를 이용한 해석이 수행되었다. 2주형 다주교각을 섬유요소로 모델링하여 지진하중에 대한 비선형 정적해석을 수행하였으며 소성힌지 영역에서의 파괴 메카니즘을 분석하였다. 비선형 정적해석으로 얻어진 하중-변위 곡선을 이용하여 역량스펙트럼 방법에 의한 지진응답해석을 수행되었다. 또한 교량 전체 시스템을 섬유요소를 이용하여 모델링하고 동일한 응답스펙트럼을 가지는 지진파를 입력하여 비선형 시간이력 해석을 수행되었으며 이는 역량스펙트럼 방법과 유사한 결과를 보인다.

• Geomechanics and Engineering
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• 제9권3호
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• pp.313-328
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• 2015

In the present study, a CPT-based p-y analysis method was proposed for offshore mono-piles embedded in sands. Static and cyclic loading conditions were both taken into account for the proposed method. The continuous soil profiling capability of CPT was an important consideration for the proposed method, where detailed soil profile condition with depth can be readily incorporated into the analysis. The hyperbolic function was adopted to describe the non-linear p-y curves. For the proposed hyperbolic p-y relationship, the ultimate lateral soil resistance $p_u$ was given as a function of the cone resistance, which is directly introduced into the analysis as an input data. For cyclic loading condition, two different cyclic modification factors were considered and compared. Case examples were selected to check the validity of the proposed CPT-based method. Calculated lateral displacements and bending moments from the proposed method were in good agreement with measured results for lateral displacement and bending moment profiles. It was observed the accuracy of calculated results for the conventional approach was largely dependent on the selection of friction angle that is to be adopted into the analysis.

• 대한기계학회논문집A
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• 제30권12호
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• pp.1518-1525
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• 2006

Finite element analyses of structures made of the fiber reinforced composites require an adequate method to characterize the high anisotropic behavior induced by one or several layers of fiber cords with different spatial orientation embedded in a rubber matrix. This paper newly proposes a continuum based rebar element considering change of the orientation of the fiber during deformation of the composite. The mechanical behavior of the embedded fiber is modeled using two-node bar elements in order to consider the relative deformation and spatial orientation of the embedded fiber. For improvement of the analysis accuracy, the load-displacement curve of fiber is applied to the stiffness matrix of fiber. A finite element program is constructed based on the total Lagrangian formulation considering both geometric and material nonlinearity. Finite element analyses of the tensile test are carried out in order to evaluate the validity of the proposed method. Analysis results obtained with the proposed method provides realistic representation of the fiber reinforced rubber composite compared to results of other two models by the Halpin-Tsai equation and a rebar element in ABAQUS/Standard.

• 센서학회지
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• 제19권3호
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• pp.209-213
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• 2010

This paper describes the fabrication and characteristics of AlN piezoelectric MPG(micro power generator). The micro energy harvester was fabricated to convert ambient vibration energy to electrical power as a AlN piezoelectric cantilever with Si proof-mass. To be compatible with CMOS process, AlN thin film was grown at low temperature by RF magnetron sputtering and micro power generators were fabricated by MEMS technologies. X-ray diffraction pattern proved that the grown AlN film had highly(002) orientation with low value of FWHM(full width at the half maximum, $\theta=0.276^{\circ}$) in the rocking curve around(002) reflections. The implemented harvester showed the $198.5\;{\mu}m$ highest membrane displacement and generated 6.4 nW of electrical power to $80\;k{\Omega}$ resistive load with $22.6\;mV_{rms}$ voltage from 1.0 G acceleration at its resonant frequency of 389 Hz. From these results, the AlN piezoelectric MPG will be possible to suitable with the batch process and confirm the possibility for power supply in portable, mobile and wearable microsystems.

• 한국방재학회 논문집
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• 제9권5호
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• pp.9-13
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• 2009

현재까지 구조건전성 모니터링과 관련하여 제안된 대부분의 손상인식기법은 모달영역응답을 이용하고 있으나, 모달영역응답은 별도의 후처리가 필요하며 추출과정에서 오차를 포함하게 되므로 손상인식의 정확성을 저하시키는 요인이 되어왔다. 본 논문에서는 이동하중응답을 직접 이용하는 손상인식기법의 적용성을 실내 실험을 통하여 검증하였다. 실험은 강재로 만든 보에 이동하중을 재하시켜 수행하였으며, 보의 응답은 변위계를 이용하여 측정하였다. 이동하중은 쇠구슬과 활강장치를 이용하여 모사하였으며, 주기성과 비주기성 이동하중으로 구분하여 재하하였다. 계측된 응답을 이용한 손상인식 결과, 이동하중을 이용한 손상인식기법은 구조물의 손상을 성공적으로 탐지하는 것으로 나타났다.

• Nuclear Engineering and Technology
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• 제51권1호
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• pp.221-227
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• 2019

One of the important requirements for the application of reduced activation ferritic/martensitic steel is to retain proper mechanical properties in irradiation and high temperature conditions. In order to simulate the impact toughness with the effect of temperature and irradiation, a simulation model based on energy balance method consisted of crack initiation, plastic propagation and cleavage propagation stages was established. The effect of temperature on impact toughness was analyzed by the model and the trend of the simulation results was basicly consistent with the previous experimental results of CLAM steels. The load-displacement curve was simulated to express the low temperature ductile-brittle transition. The effect of grain size and inclusion was analyzed by the model, which was consistent with classical experiment results. The transgranular-intergranular transformation in brittle materials was also simulated.

• 한국지반환경공학회 논문집
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• 제23권1호
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• pp.31-37
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• 2022

본 연구는 기존 PVC코팅망의 성능 부족으로 인한 찢어짐으로 인근 피해 확대를 방지하기 위하여 고강도 선재 포획망을 제작하여 이를 방지하기 위한 기술을 개발하기 위해 시험을 진행한 것이다. 시험 방법은 국제 기준인 ISO 17746:2016을 참조하여 steel wire ring panel과 steel wire rope net panel, roll에 대한 장력시험(인장시험)에 대한 사항의 규정을 따라, 고강도 선재 포획망의 장력시험 시 고강도 선재 포획망 시편은 폭 1,000mm 이상, 최소 시편크기 1.0m²를 제작하였다. 시험결과의 하중-변위 곡선을 비교하여 기존의 PVC 코팅망 보다 성능이 얼마나 향상되었는지를 분석하였다.

• Advances in nano research
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• 제10권5호
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• pp.423-435
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• 2021

This paper examines the thermal post-buckling behaviors of graphene-reinforced metal matrix composite (GRMMC) laminated cylindrical panels which possess in-plane negative Poisson's ratio (NPR) and rest on an elastic foundation. A panel consists of GRMMC layers of piece-wise varying graphene volume fractions to obtain functionally graded (FG) patterns. Based on the MD simulation results, the GRMMCs exhibit in-plane NPR as well as temperature-dependent material properties. The governing equations for the thermal post-buckling of panels are based on the Reddy's third order shear deformation shell theory. The von Karman nonlinear strain-displacement relationship and the elastic foundation are also included. The nonlinear partial differential equations for GRMMC laminated cylindrical panels are solved by means of a singular perturbation technique in associate with a two-step perturbation approach and in the solution process the boundary layer effect is considered. The results of numerical investigations reveal that the thermal post-buckling strength for (0/90)_5T GRMMC laminated cylindrical panels can be enhanced with an FG-X pattern. The thermal post-buckling load-deflection curve of 6-layer (0/90/0)_S and (0/90)_3T panels of FG-X pattern are higher than those of 10-layer (0/90/0/90/0)_S and (0/90)_5T panels of FG-X pattern.