• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 2000년도 가을 학술발표회논문집
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• pp.67-74
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• 2000

Recently western countries are now beginning to use ACM (Advanced Composite Material) in the construction industry. Compared with conventional construction materials, ACM possesses many advantages such as light-weight, high-strength, corrosion resistant properties, etc. Among other fabrication process of ACM, pultrusion is one of the promising one for civil infrastructure application. In this paper, the structural characteristics of pultruded glass fiber reinforced composite structural member of angle and tube type were studied. Experiments for compression were performed for those members along with finite element buckling analysis with ABAQUS. The experimental and analytic results were compared each other and they were also compared with predicted values using coded formulae.

• 한국철도학회:학술대회논문집
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• 한국철도학회 1998년도 추계학술대회 논문집
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• pp.54-60
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• 1998

PSC box bridges by MSS construction method in high-speed railway may not be cast in place at one step. Web and bottom flange(U member) in the cross section are cast in place at first, then top flange will be cast in place later with some time lag. In this section, stress distributions of U member and top flange are different with those in generally complete cast in place cross section. In the composite section composed of two different aged members, the redistribution of stresses takes place. This results from time-dependent strain characteristics of concrete and the effects of forces applied at the various stages. For comparison in the present paper, two models, one with the composite cross section and the other with generally complete cast in place cross section, are analyzed. The longitudinal stress differences of two models on considering construction stages are compared. As the analysis results show the considerable differences in the stresses of cross section between two models, the composition of cross section is considered for rational design of PSC box girder bridge.

• 한국터널지하공간학회 논문집
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• 제17권2호
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• pp.65-74
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• 2015

해저터널용 복합신소재 배수관구조를 설계하기 위해서는 복합신소재 구조부재의 적층형태별 역학적 성질을 결정하는 것이 필수적이다. 복합신소재는 일반적으로 등방성 재료와 달리 치수효과가 매우 큰 것으로 알려져 있다. 본 연구에서는 복합신소재 부재의 적층형태별 인장시험을 상온($20^{\circ}C$)과 해수온도($0^{\circ}C$)에서 각각 수행하였다. 또한, 이론적 해석방법인 혼합물의 법칙과 탄성해법을 적용하여 재료의 역학적 성질을 추정하고 시험결과와 비교를 하였다. 해저터널 복합신소재 배수관 구조부재를 설계할 때 사용되는 역학적 성질의 값은 상온에서 얻어진 값을 보정하여 적용하여야 된다. 이러한 자료는 향후 해저터널용 복합신소재 배수관구조의 설계의 기초자료로 제공하고자 하였다.

• Advances in concrete construction
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• 제14권2호
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• pp.139-151
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• 2022

Filling materials poured into precast member joint are subjected to restraint stress by the precast member and joint reinforcement. The induced stress will likely cause cracks at early ages and performance degradation of the entire structure. To prevent these issues and design reasonable joints, it is very important to analyze and evaluate the restrained shrinkage cracks of filling materials at various restraint conditions. In this study, a new time zero-that defines the shrinkage development time of a filling material-is proposed to calculate the accurate amount of shrinkage. The tensile stresses and strengths at different ages were compared through the ring test (AASHTO PP34) to evaluate the crack potential of the restrained filling materials at various restraint conditions. The mixture which contained an expansive additive and a shrinkage reducing agent exhibited high resistance to shrinkage cracking owing to the high-drying shrinkage compensation effect. The high-performance, fiber-reinforced cement composite, and ultra-high-performance, fiber-reinforced cement composite yielded very high resistance to shrinkage and cracking owing to the pull-out property of steel fibers. To this end, multiple nonlinear regression analyses were conducted based on the test results. Accordingly, a modified tensile stress equation that considered both the geometric shape of the specimen and the intrinsic properties of the material is proposed.

• Steel and Composite Structures
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• 제20권1호
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• pp.127-145
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• 2016

Composite column design is strongly influenced by the computation of the critical buckling load, which is very sensitive to the effective flexural stiffness (EI) of the column. Because of this, the behaviour of a composite column under lateral loading and its response to deflection is largely determined by the EI of the member. Thus, prediction models used for composite member design should accurately mirror this behaviour. However, EI varies due to several design parameters, and the implementation of high-strength materials, which are not considered by the current composite design codes of practice. The reliability of the design methods from six codes of practice (i.e., AS 5100, AS/NZS 2327, Eurocode 4, AISC 2010, ACI 318, and AIJ) for composite columns is studied in this paper. Also, the reliability of these codes of practice against a serviceability limit state criterion are estimated based on the combined use of the test-based statistical procedure proposed by Johnson and Huang (1997) and Monte Carlo simulations. The composite columns database includes 100 tests of circular concrete-filled tubes, rectangular concrete-filled tubes, and concrete-encased steel composite columns. A summary of the reliability analysis procedure and the evaluated reliability indices are provided. The reasons for the reliability analysis results are discussed to provide useful insight and supporting information for a possible revision of available codes of practice.

• 대한기계학회논문집A
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• 제31권6호
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• pp.671-678
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• 2007

Front-side members of automobile, such as the hat shaped section members, are structures with the greatest energy absorbing capability in a front-end collision of vehicle. This paper was performed to analyze energy absorption characteristics of the hat shaped section members, which are basic shape of side member. The hat shaped section members consisted of the spot welded side member which was utilized to an actual vehicle and CFRP side member for lightweight of vehicle structural member. The members were tested under static axial loading by universal testing machine. Currently, stacking condition related to the collapse characteristics of composite materials is being considered as an issue fer the structural efficiency and safety of automobiles, aerospace vehicles, trains, ships even elevators during collision. So, energy absorption characteristics were analyzed according to stacking condition and shape of section and compared the results of spot welded side member with those of CFRP side member.

• 한국구조물진단유지관리공학회 논문집
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• 제19권2호
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• pp.76-83
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• 2015

본 연구의 목적은 고충진 합성목재를 이용하여 친환경 모듈러 돔 구조시스템을 개발하고 부재와 절점을 모듈화하여 실제 구조체을 제작하는 것이다. 기존의 합성목재에 비해 높은 70% 목분함량 합성목재를 돔 구조모델의 부재로 이용하였고, 정이십면체 기반 지오데직 돔의 기하학적 특성을 분석하여 절점과 부재를 모듈화 하였다. 돔의 제작을 위한 모듈화와 실제 구조물의 제작과정의 연구결과로부터 6가지 절점과 3개의 부재종류의 모듈러 돔에 대한 적용성을 검토할 수 있었다. 또한 해석결과에서 최저차 좌굴모드는 경계부의 절점에서 절점좌굴이 예상되었다.

• 한국산학기술학회논문지
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• 제19권7호
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• pp.474-480
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• 2018

최근 구조물의 장수명화에 대한 관심이 증가하면서 내부식, 고내구성이 뛰어난 재료적 특성으로 인해 유지관리비용이 현저히 절감되는 FRP를 건설 구조물에 활용하기 위한 연구가 다방면에서 시도 되고 있다. 본 연구에서 대상으로 하는 복합소재 패널은 곡선을 가지는 부재로서 터널 등의 구조물에 가장 많이 사용되는 아치형 부재이다. 최근 복합소재 곡면패널은 자동화 제작장치에 의해 고품질, 대량생산이 가능하게 되었으며 성형공정을 토대로 강화섬유의 공급 및 배열에서 최종 제품의 절단까지 일괄공정으로 이루어진다. 하지만 아직까지는 구조부재로서의 적용 빈도가 낮아 관련 설계기준 및 실험데이터가 부족한 실정이다. 따라서 본 연구의 목적은 FRP 곡면패널의 구조부재로서 성능을 검증하기 위하여 우선적으로 부재 단위의 역학적 성능을 검토하는 것이다. 이를 위해 섬유방향 복합소재 패널로부터 시편을 제작하여 부재단위의 인장실험, 압축실험, 연결부 성능실험을 수행하여 FRP 패널에 적용된 부재의 역학적 특성을 파악하고자 한다. 인장 실험결과 곡률이 큰 시험체의 인장강도가 더 크게 나타났으며, 압축 시험결과 복합소재 단면이 콘크리트 단면보다 압축강도가 더 크게 나타났다. 마지막으로 연결부 성능 시험결과 연결부의 부착성능은 FRP 복합소재 패널의 강도보다 동등 이상의 강도를 가지고 있는 것으로 나타났다.

• Steel and Composite Structures
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• 제49권5호
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• pp.571-585
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• 2023

The application of relatively low volumes of fibres in normal strength concrete has been shown to be of significant benefit when applied to composite slabs with profiled sheet decking. This paper reports on an experimental study aimed at quantifying further potential benefits that may arise from applying ultra-high performance fibre reinforced concrete. To assess performance six simply supported beams were tested under hogging and sagging loading configurations along with three two span continuous beams. Fibre contents are varied from 0% to 2% and changes in strength, deformation, crack width and moment redistribution are measured. At the serviceability limit state, it is shown that the addition of high fibre volumes can significantly enhance member stiffness and reduce crack widths in all beams. At the ultimate limit state it is observed that a transition from 0% to 1% fibres significantly increases strength but that there is a maximum fibre volume beyond which no further increases in strength are possible. Conversely, member ductility and moment redistribution are shown to be strongly proportional to fibre volume.

• 한국강구조학회 논문집
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• 제29권5호
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• pp.331-340
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• 2017

본 연구는 새로운 모듈러 시스템을 개발하기 위한 목적으로 수행하였다. 현재 국내에서 적용되고 있는 모듈러 시스템은 C형 강재보만을 사용하기 때문에 재료비와 내화 측면에서 매우 고가이다. 이를 극복하기 위하여 새로운 강-PC형의 복합모듈러 시스템을 개발하고자 하였다. 우선, 보 단면 형상을 개선하여 개발하기 위한 연구를 진행하였다. 3개의 실험체를 제작하여 휨성능 평가를 위한 실험을 수행하였다. 실험결과, 합성보는 수평전단 파괴에 의해 지배되는 것으로 나타났다. 또한, 비선형 유한요소해석을 수행하여 실험과 이론식과 비교를 통해 구조적 성능을 평가하였다.