• KSCE Journal of Civil and Environmental Engineering Research
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• v.32 no.1A
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• pp.55-64
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• 2012

Experimental investigation on the structural behavior of steel fiber-reinforced ultra high performance concrete (UHPC) beams subjected to shear are presented. Six tests carried out on simply supported I-beams under concentrated loads are presented. The parameters varied were the volume fraction of the fibers (1.0, 1.5 and 2.0%) and shear span-effective depth ratio (2.5, 3.4). The test results indicated that ultimate shear strength increased with increasing fiber volume, and that ultimate shear strength decreased with increasing shear span-effective depth ratio. In addition, applicability of predictive equations for evaluating the ultimate shear strength of steel fiber-reinforced UHPC beams are estimated based on the test results. The comparison between computed values and the experimentally observed values are shown to validate the proposed theoretical equations. It is found that predictions by using AFGC and JSCE recommendations provide the most accurate estimates of shear strength of steel fiber-reinforced UHPC beams.

• Journal of the Korea institute for structural maintenance and inspection
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• v.22 no.2
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• pp.26-33
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• 2018

This paper presents experimental and analytical results on flexural behavior of flexural members made of SIFCON. Twelve SIFCON beams were subjected to bending tests and their flexural behavior was evaluated. Experimental variables included steel fiber type, presence of tensile reinforcement, and height of section. The specimens using Type-B steel fibers, which had better pullout resistance than Type-A steel fibers, showed flexural failure behavior without shear failure. The aspect ratio of steel fiber had a great influence on the behavior of SIFCON beams without tensile steel, however the effect on the behavior of SIFCON beams was negligible. In addition, the flexural strength equation for SIFCON was proposed in the study. The mean and standard deviation of the ratios of the predicted value to the experimental value are 1.02 and 0.04, respectively. Therefore, the proposed flexural strength equation can be useful for the design and performance evaluation of SIFCON beam.

• Journal of the KSME
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• v.17 no.3
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• pp.168-174
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• 1977

과학기술의 비약적인 발전에 따라서, 우주개발, 해양개발등을 실현시키는 단계에 이르렀고, 또한 이에 발맞추어 기계 및 구조물에 사용되는 각종부재의 경량화를 꾀하는 한편 사용장소가 매우 험악해지고 있다. 이와같은 사회적인 추세에 따라 재료가 보다 협악한 조건화에서 사용된다는 사 실은 최근에는 일만상식처럼되고 있다 따라서 험악한 장소에서 파괴가 발생한다면 최악이 경우는 인명을 위협하기도 한다. 이와같은 일반사항을 고려하여 본강좌(4) 에서는 특히 부식되기쉬운 장 소에서 부재가 사용되었을 때의 부식피로에 대하여, 극히 일반적인 사항을 간추려보기로 하겠다.

• Proceedings of the Korean Institute of Industrial Safety Conference
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• 2000.06a
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• pp.215-222
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• 2000

반복하중을 받는 대부분의 토목구조물은 정적하중보다 훨씬 낮은 하중에서 파괴가 발생하는 경우가 있는데 이러한 현상을 피로라고 하며, 특히 강교량을 구성하는 부재중에서 2차 부재에 해당되는 덮개판, 수평보강재, 수직보강재, 거셋트 등의 용접부에서는 여러 원인으로 인해서 피로손상이 발생하게 되어 결국에는 구조물의 성능에 크게 영향을 미치게 된다. (중략)

• Proceedings of the Korea Concrete Institute Conference
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• 2009.05a
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• pp.105-106
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• 2009

The flexural performance of high-strength concrete beams reinforced with steel fibers is described. This study aims at determining the structural behavior of steel fiber reinforced concrete beams such as failure mode, capacity in flexure, crack patterns, strains in concrete.

• Proceedings of the Korea Concrete Institute Conference
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• 2010.05a
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• pp.101-102
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• 2010

The flexural performance of high-strength prestressed concrete (PSC) beams reinforced with steel fibers is described. This study aims at determining the structural behavior of steel fiber reinforced concrete beams such as failure mode, capacity in flexure, crack patterns, strains in concrete.

• Magazine of the Korea Concrete Institute
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• v.1 no.2
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• pp.93-100
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• 1989

철근콘크리트부재의 강도는 여러 가지 요인으로 인하여 변이를 보이고 있다. 주요 요인들은 콘크리트나 철근의 강도 및 역학적 특성의 변이, 시공오차등이다. 이들중 콘크리트의 강도는 상대적으로 높은 불확실성을 가지며, 다양한 요인(배합, 운반, 타설, 양생등)에 의해 변화정도가 영향을 받는다. 본 연구에서는 국내 철근콘크리트 구조물이 가지는 신뢰도의 수준을 분석하기 위한 기초자료 조사로서, 현장에서 타설되는 콘크리트를 설계강도별로 직접채취하여 습윤양생과 현장조건양생을 통하여 콘크리트의 28일 압축강도의 확률적 특성을 분석하였다. 분석된 결과를 이용하여 현장타설 부재내에서의 콘크리트의 압축강도를 추정하였다.

• Journal of Korean Society of Steel Construction
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• v.15 no.4 s.65
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• pp.379-388
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• 2003

The response of single story buildings and other case studies were investigated to observe trends and develop a better understanding of the impact of some design parameters on the seismic response of Concentrically Braced Frames (CBF). While many parameters are known to influence the behavior of braced frames, the focus of this study was mostly on quantifying energy dissipation in compression and its effectiveness on seismic performance. Based on dynamic analyses of single story braced frame and case studies, a bracing member designed with bigger R and larger KL/r was found to result in lower normalized cumulative energy ratio in both cases.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.43 no.5
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• pp.567-576
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• 2023

In general, RC beam members are designed as flexural members, considering only the bending load. However, in actual buildings, axial and bending load are simultaneously applied due to the continuity between members. As a result, the bending strength of the RC beam member increases, but the displacement decreases, and cracks are mainly concentrated in the center of the beam. Therefore, in this study, the bending performance of both normal and strengthened RC beam using carbon fiber sheets subjected to combined axial and bending load was experimentally evaluated. The carbon fiber sheets were wrapped around the middle of the specimens, and axial and bending load were applied simultaneously to the beams. The magnitude of the axial force and the effects of carbon fiber sheet reinforcement on the deformed shape, bending strength, deflection, and ductility of the RC beams were analyzed. The results show that as the applied axial force increased, the maximum bending strength increased, but the ductility decreased 64%. The bending strength of the strengthened beams increased up to 27%, the maximum deflection decreased around 8% and the ductility increased by up to 43%.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.5 no.2
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• pp.35-39
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• 1985

The closed form of the stiffness matrix is derived in terms of closed forms of intergrals for analyses of plane frame members containing linerly tapered members with the cross section of thin-walled tube. The series expansion forms of these are also developed to study the errors in the closed form of the stiffness matrix. The useful limits of the closed form of integrals are defined in terms of the relative taper.