• Journal of the Korea institute for structural maintenance and inspection
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• v.20 no.1
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• pp.18-24
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• 2016

The purpose of this study is to induce the ductile behavior of the Ultra High Perfomance Concrete Reinforced I beam by substituting the part of steel fiber for bundle of reinforcing bars. Experiment of flexural behavior of the Ultra High Performance Concrete I shaped beam with the combination of the steel fiber and bundle of reinforcement bars was carried out. The volume fractions of steel fiber are 0%, 0.7%, 1%, 2%. The bundle of reinforcing bars and prestressing wire are used to restrain the concrete in compression zone. Length of bundle of reinforcing bar and prestressing wire is the one of test factors. The 9 Reinforced UHPC I shaped beam were made with these test factors. Not only steel fiber but also bundle of longitudinal reinforcing bar has effect to induce the ductile behavior of Reinforced UHPC I beam. The combination of 0.7% or 1.0% steel fiber and bundle of reinforcing bar showed the effective ductile behavior of I beam. The relationship of load-deflection and the crack pattern indicate the usefulness of the bundle of the longitudinal bar which has small diameter with close arrangement each other.

• Journal of the Korea Concrete Institute
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• v.21 no.3
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• pp.311-318
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• 2009

An experimental investigation was conducted to examine the hysteretic behaviors of ultra-high strength concrete tied columns. The purpose of this study is to propose the volumetric ratio of transverse reinforcement for ultra-high strength concrete tied columns with 100 MPa compressive strength. Nineteen 1/3 scaled columns were fabricated to simulate an 1/2 story of actual structural members with the main variables of axial load ratio, configurations and volumetric ratios of transverse reinforcement. The results show that the deformability of columns are affected by the configurations and volumetric ratios of transverse reinforcement. Especially, it has been found that the behavior of columns are affected by axial load ratio rather than the amounts and the configurations of transverse reinforcement. To improve the ductility behavior of RC column using ultra high strength concrete in a seismic region, We suggested the amount of transverse reinforcement for all data that satisfy the required displacement ductility ratio over 4. It is means that the lateral confining reduction factor (${\lambda}^c$) considering the effective legs, configuration and spacing of transverse reinforcement and axial load ratio was reflected for the volumetric ratio of transverse reinforcement.

• Proceedings of the Korean Institute of Building Construction Conference
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• 2008.05a
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• pp.53-56
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• 2008

Modern society is experiencing a high population density and a centralization of facilities. The clear trends in the construction field are aggrandizement, elevation and specialization of building structures. Such trends require improvements of skills in raising material performances, structuring, planning, designing, and increasing construction capacities. In order to procure high performance materials and construction techniques, a top-quality concrete should be used since it takes up a large part of the material. In recent years, active researches have been done on the ultra high strength concrete. Therefore, this experimental study is strength management to fixed quantity in the field of ultra-strong concrete.

• Proceedings of the KWS Conference
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• 2009.11a
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• pp.113-113
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• 2009

세계적으로 환경문제에 대한 관심이 커짐에 따라 연료 효율 향상과 매연을 줄이기 위해 차량 경량화 요구가 증가하는 동시에 안전 규제가 강화되고 있어 높은 강도를 가지는 소재의 적용이 증가하고 있다. 충돌 시 차량 구조를 유지시켜주는 범퍼나 B-필러와 같은 부품에 1500MPa급의 초고강도강이 적용되고 있으며 레이저 용접이 가지는 장점이 많이 알려지면서 그 사용이 증가하는 추세이다. 따라서 레이저 용접에 의한 초고강도강의 용접 특성에 대한 연구가 필요하다. 본 연구에서는 1500MPa급 초고강도강의 레이저 맞대기 용접을 실시하여 단면, 경도 측정, 인장시험을 통해 용접부 특성을 파악하였다. 파이버 레이저와 디스크 레이저를 사용하여 각각의 레이저빔 직경 변화에 따른 입열량 변화에 따라 용접성에 미치는 영향에 대해 알아보았다.

• Proceedings of the Korean Institute of Building Construction Conference
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• 2013.11a
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• pp.36-37
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• 2013

It is the study on the mechanical properties of the material when mixing hybrid fiber as steel and synthetic fiber to improve fire resistance and toughness of concrete. Finally, The purpose is to identify of mechanical properties of Hybrid Fiber-Reinforced Ultra High Strength Concrete such as flexural strength.

• Proceedings of the Korean Institute of Building Construction Conference
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• 2013.05a
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• pp.91-92
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• 2013

The strength of ultra-high-strength concrete can be reduced even if the spalling is prevented at a high temperature. Therefore, in this study, we measured internal temperature history and residual compressive strength using a 300×300×450mm short column specimens which use the fiber(NY 0.15+PP 0.10+SF 0.30vol·%) and respectively silica sand, washed sand, the slag sand. As a result, the temperature history and residual compressive strength are almost similar regardless of the fine aggregate types.

• Proceedings of the Korean Institute Of Construction Engineering and Management
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• 2008.11a
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• pp.106-111
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• 2008

Advanced concrete technology, which is the main construction technology of skyscraper, is dealt with in this paper. Advanced concrete technologies are classified into several types such as super high strength concrete(SHSC), low heat concrete(LHC), fire resistant concrete(FRC) and blast resistant concrete(BRC). The necessity, principal and application examples of advanced concrete technology are described respectively. In the last part of the paper, the introduction of HYUNDAI E&C's technology of Advanced concrete and future research trend are described.

• Proceedings of the Korea Concrete Institute Conference
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• 2009.05a
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• pp.579-580
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• 2009

This paper presents a numerical simulation of quasi-brittle fracture in UHPFRC I-beam. A linear complementarity problem (LCP) is used to formulate the path-dependent hardening-softening behavior in non-holonomic rate form, and the PATH solver is employed to solve the LCP.

• Cement Symposium
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• s.37
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• pp.130-139
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• 2010

• Cement
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• s.185
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• pp.28-35
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• 2010