• Journal of Korean Tunnelling and Underground Space Association
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• v.18 no.2
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• pp.213-220
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• 2016

The needs for the utilization of space in the urban ara due to the increasing population and traffic volume. A Double-deck tunnel can be an appropriate solution. Geosynthetics are inevitably installed between ground and tunnel lining, therefore, geosynthetic-soil interface is also comprises. Dynamic shear behavior of geosynthetic-soil interface affects the dynamic behavior of tunnel, and experimental study is required since the behavior is very complicated. In this study, chemical factors such as acid and basic element in the groundwater and temperature are considered in the laboratory test. Multi-purpose Interface Apparatus(M-PIA) is utilized and submerging periods are 60 and 960 days. Consequently, dynamic shear degradation of geosynthetic-soil interface considering chemical and thermal factors are verified.

• Proceedings of the Korea Concrete Institute Conference
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• 2008.04a
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• pp.917-920
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• 2008

ECC is a special kind of high performance cementititous composite which exhibits typically more than 2% tensile strain capacity by bridging microcracks at a crack section. Therefore, micromechanics should be adopted to obtain multiple cracking and strain hardening behavior. This paper propose a linear elastic analysis method to simulate the multiple cracking and strain hardening behavior of ECC. In an analysis, the stress-crack opening relation modified considering the orientation of fibers and the number of effective fibers is adopted. Furthermore, to account for uncertainty of materials and interface between materials, the randomness is assigned to the tensile strength(${\sigma}_{fci}$), elastic modulus($E_{ci}$), peak bridging stress(${\sigma}_{Bi}$) and crack opening at peak bridging stress(${\delta}_{Bi}$), initial stress at a crack section due to chemical bonding, (${\sigma}_{0i}$), and crack spacing(${\alpha}_cX_d$). Test results shows the number of cracking and stiffness of cracked section are important parameters and strain hardening behavior and maximum strain capacity can be simulated using the proposed method.

• Journal of dental hygiene science
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• v.10 no.6
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• pp.445-450
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• 2010

The aim of this study was to evaluate the effect according to the fiber type and combination on the reinforcement of heat-polymerized denture base resin. The heat-polymerized resin(Vertex RS, Dentimax, Netherlands) was used in this study. Glass fiber(GL; ER 270FW, Hankuk Fiber Glass, Korea), polyaromatic polyamide fiber(PA; aramid; Kevlar-49, Dupont, U.S.A.) and ultra high molecular weight polyethylene fiber(PE, polyethylene; P.E, Dong Yang Rope, Korea) were used to reinforce the denture base resin specimens. The final size of test specimen was $64mm{\times}10mm{\times}3.3mm$. The specimens of each group were stored in distilled water at $37^{\circ}C$ for 50 hours before measurement. The flexural strength and flexural modulus were measured by an universal testing machine(Z020, Zwick, Germany) at a crosshead speed of 5 mm/min in a three-point bending mode. In this study, all fibers showed reinforcing effects on denture base resin(p<0.05). In terms of flexural strength and flexural modulus, glass fiber 5.3 vol.% showed most effective reinforcing effect on heat polymerized denture base resin. For flexural modulus, PA/GL was the highest in denture base resin specimen for hybrid FRC using two combination (p<0.05). Glass fiber 5.3 vol.% and PA/GL are considered to be applied effectively in reinforcing the heat polymerized denture base resin.

• Magazine of the Korea Concrete Institute
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• v.10 no.5
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• pp.151-158
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• 1998

최근 들어 구조물을 보강하는 방법으로 강판 또는 섬유쉬트를 외부에 부착시키는 공법이 많이 사용되고 있다. 섬유쉬트 중에서 가장 널리 사용되는 것은 탄소섬유쉬트이지만, 성능면에서 뒤지지 않고 가격면에서는 오히려 유리한 아라미드섬유쉬트에 관한 연구는 전무한 실정이다. 본 연구에서는 아라미드섬유쉬트로 휨보강한 RC보의 파괴양상 및 강도성능, 변형성능을조사하고, 여섯 개의 보강변수에 대한 보강효과를 조사하였다. 인장철근비, 보강길이, 보강겹수, 앵커볼트 정착 유무가 각각 다른 16개의 실험체와 밑면 마감처리 및 부재손상 여부가 다른 2개의 실험체, 그리고 이들 보강 실험체의 비교 근거가 되는 비보강 실험체 2개를 실험하여 그 특성을 연구하였다. 실험결과, 보강성능과 파괴양상에 가장 큰 영향을 미치는 변수는 보강길이로 나타났다. 보강겹수도 어느 정도의 영향을 미치는 것으로 나타났으나 그외 다른 변수들의 영향은 미비한 것으로 판단된다.

• Proceedings of the Korean Fiber Society Conference
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• 1987.06a
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• pp.68-68
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• 1987

• Proceedings of the Korean Fiber Society Conference
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• 1997.04a
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• pp.78-82
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• 1997

• Proceedings of the Korean Fiber Society Conference
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• 1997.04a
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• pp.149-154
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• 1997

• Proceedings of the Korean Fiber Society Conference
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• 1997.04a
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• pp.160-164
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• 1997

• Proceedings of the Korean Fiber Society Conference
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• 1994.10a
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• pp.50-50
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• 1994

• Proceedings of the Korean Fiber Society Conference
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• 1991.06b
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• pp.45-45
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• 1991