• 한국도로학회지:도로
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• v.5 no.1 s.15
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• pp.22-27
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• 2003

• Journal of Welding and Joining
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• v.20 no.3
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• pp.3-8
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• 2002

• Journal of the Earthquake Engineering Society of Korea
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• v.9 no.6 s.46
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• pp.59-65
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• 2005

In this paper a constitutive model for large cracks in concrete and other brittle materials subject to dynamic and cyclic leading is presented. The suggested model is based on the plastic-damage model for cyclic leading. A numerical formulation based on the three-step return-mapping algorithm for the proposed large crack model is also present. The numerical examples show that the present algorithm works appropriately under dynamic leading and should be used in large crack problems to prevent excessive tensive plastic strain development causing unrealistic results.

• Journal of the Korea Concrete Institute
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• v.27 no.2
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• pp.157-167
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• 2015

Cement composites subjected to high-velocity projectile shows local failure and it can be suppressed by improvement of flexural toughness with reinforcement of fiber. Therefore, researches on impact resistance performance of cement composites are in progress and a number of types of fiber reinforcement are being developed. Since bonding properties of fiber with matrix, specific surface area and numbers of fiber are different by fiber reinforcement type, mechanical properties of fiber reinforced cement composites and improvement of impact resistance performance need to be considered. In this study, improvement of flexural toughness and failure reduction effect by impact of high-velocity projectile have been evaluated according to fiber type by mixing steel fiber, polyamide, nylon and polyethylene which are have different shape and mechanical properties. As results, flexural toughness was improved by redistribution of stress and crack prevention with bridge effect of reinforced fibers, and scabbing by high-velocity impact was suppressed. Since it is possible to decrease scabbing limit thickness from impact energy, thickness can be thinner when it is applied to protection. Scabbing of steel fiber reinforced cement composites was occurred and it was observed that desquamation of partial fragment was suppressed by adhesion between fiber and matrix. Scabbing by high-velocity impact of synthetic fiber reinforced cement composites was decreased by microcrack, impact wave neutralization and energy dispersion with a large number of fibers.

• Proceedings of the Korea Concrete Institute Conference
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• 2008.04a
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• pp.345-348
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• 2008

Recently, demand is caused that new building environment of value added rising demand on the lines of becoming bigger, manhattanize of structure and becoming high standard of structure in a construction site and influx of advanced foreign nation technique. To satisfy these requirements for alternative, structures applied to the PSC, PC is increasing. Double Tee Slab is possible for long length structure and applied to the method of construction. When assembling Double Tee Slab produced by the factory in the field, becamed carry-out topping concrete in upper, but occurred crack to slab line. There is no structural problem to crack occurred in upper, waterproof in maintenance and repair of structure due to a conservative cause several problems.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.26 no.3D
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• pp.445-451
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• 2006

This study was conducted to develop the interlayer mixture that absorbs the stress between the old concrete pavement and the asphalt overlay pavement layer. The elasticity, the flexibility, the consistency and the impermeability is required for high-elastic Stress Absorbing Interlayer(HSAI) to absorb and disperse the stress that causes the flexural and horizontal movements of the joint and the crack. The HSAI developed from foreign product was satisfied with the design criteria. The specimens using the HSAI showed the significant reduction of the reflective crack compared those not using the HSAI. The significance included that the life of shear failure and horizontal displacement resistance increased 4 times. The life of the share failure increased to 5 times and the horizontal displacement increased to 9 times according to the selection of surface course material which showed the excellence of the HSAI.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.37 no.6
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• pp.1043-1051
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• 2017

Asphalt overlay on deteriorated concrete pavement has a problem of early damage due to reflective cracking. There is a need for a new method capable of reducing reflection cracking and ensuring the durability of pavement. The purpose of this study was to obtain durability of asphalt overlay with stress absorbing membrane interlayer (SAMI) using epoxy asphalt binder. The tensile performance, durability, water resistance and bonding performance of Epoxy-SAMI were evaluated by various tests. As a result of tests, Epoxy-SAMI meets the quality standard of the bridge waterproofing material. The repeated direct tensile test was carried out to investigate the effect of reflective cracking reduction. When the Epoxy-SAMI was applied, it had 1.2~1.56 times higher reflective cracking resistance than PSMA asphalt concrete with the thickness of 10cm even if the section thickness decreased. 4-point bending beam test results showed the number of fatigue failures increased 7.5 times when Epoxy-SAMI was applied. The Epoxy-SAMI was found to be effective in improving the durability of the asphalt pavement overlay because it serves to prevent reflective cracking, increase lifespan, and function as a waterproof layer.

• Proceedings of the Korean Nuclear Society Conference
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• 1996.05c
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• pp.182-187
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• 1996

원자로 압력용기강의 품질 열처리인 ？칭과 템퍼링 중간에 페라이트와 오스테나이트가 공존하는 2상영역에서 열처리를 행함으로써 인성을 향상시키는 제조공정을 개발하였다. 710~74$0^{\circ}C$에서 4~8시간 동안 2상영역 열처리를 추가하면 기존 열처리 과정에 비하여 상온 충격인성이 크게 증가하였다. 상온 충격인성과 두께를 고려하여 결정한 최적 조건안 7$25^{\circ}C$에서 6시간 동안 2상영역 열처리를 하면 최대 흡수 에너지가 30~50% 증가하고, 천이 온도가 약 l$0^{\circ}C$ 감소하였다. 2상영역에서 형성된 침상 오스테나이트는 냉각 중에 하부 베이나이트 또는 마르텐사이트로 변태하여 템퍼드 베이나이트와 복합조직을 이루므로 균열진전을 억제하여 충격인성이 향상되었다. 2상영역 열처리 온도가 높거나 시간이 길면 오스테나이트의 체적 분율이 증가하거나 조대화가 일어나 균열진전억제 효과는 저하되었다.

• Magazine of the Korea Concrete Institute
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• v.9 no.6
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• pp.185-193
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• 1997

본 연구는 각종 제진재료를 이용하여 진동을 억제할 수 있는 콘크리트를 개발하여 각종 건설공사에서 흔히 발생할 수 있는 진동공해문제를 억제하고자 하며 아울러 폐기물의 재활용차원에서 폐자재를 이용하여 유용한 제진콘크리트를 개발하고자 하는데 그 목적이 있다. 우선, 제진재료를 이용한 압축강도 (200kg/$\textrm{cm}^2$)이상의 콘크리트 배합비를 찾기 위하여 24배치의 예비실험을 수행하였으며, 선정된 적정배합비에 따른 제진재료를 이용한9개의 진동시험체보를 제작하여 보의 구조적 및 재료적 동적특성 즉 1차 공명진동수와 동적 휨강성 및 감쇠비를 측정하여 제진효과를 조사하였다. 그리고 압축강도에 의한 각 시험체의 균열모멘트를 추정하여 재하하중과 균열모멘트비(M/Mcr)에 따른 하중단계별 동적특성값을 살펴보았다. 제진재료로서는 라텍스(Latex), 고무분말(Rubber Powder)그리고 플라스틱 레진( Plastic Resin)등을 사용하였고, 재료적, 구조적 진동감쇠효과를 파악하고자 KS F2437규정과 진동파의 속도법을 사용하였으며, 감쇠비 측정은 Frequency Spectrum 곡선에 대한 Polynomial Curvefitting 방법과 기하학적 해석방법을 이용하여 각각의 결과를 비교.분석하였다.

• Proceedings of the Korean Nuclear Society Conference
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• 1997.05b
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• pp.11-16
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• 1997

원자로 압력용기강의 제조열처리인 ？칭과 템퍼링 중간에 페라이트와 오스테나이트가 공존하는 영역에서 2상영역열처리를 추가한 후 템퍼링조건을 조정함으로써 파괴인성을 향상시키는 열처리 공정을 개발하였다. 새 열처리공정을 적용하면 기존공정에 비하여 강도는 크게 감소하지 않으면서 충격인성과 연성이 크게 증가하고, 천이온도가 약 2$0^{\circ}C$ 감소하였다. 2상영역열처리를 하면 연한 템퍼드 베이나이트 기지에 비교적 강한 템퍼드 마르텐사이트가 균일하게 분산된 복합조직을 얻을 수 있고, 유효 결정립의 크기가 감소하여 균열진전이 억제되었다. 또한 기존공정의 판상 탄화물 대신 구형 탄화물이 형성되기 때문에 응력집중이 완화되어 파괴저항성이 향상되었다. 그리고 2상 영역열처리후 템퍼링 정도를 낮추면 탄화물 크기가 작아지기 때문에 균열발생이 억제되어 저온 충격인성이 향상되었다.