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        • KCI등재

          부착모델을 이용한 강-콘크리트 합성바닥판의 간략 해석

          이규세,Yi. Gyu-Sei 한국방재학회 2011 한국방재학회논문집 Vol.11 No.4

          '스콜라' 이용 시 소속기관이 구독 중이 아닌 경우, 오후 4시부터 익일 오전 7시까지 원문보기가 가능합니다.

          In this study, a bond model, which is used to evaluate the behavior of the steel-concrete decks, is proposed. The load-end slip relation in the proposed model is formulated by Newmark theory. The steel-concrete decks are analyzed by finite element analysis with the aid of the proposed bond model. In the finite element analysis, the shear connectors between the steel plate and the concrete are modeled by a number of spring elements. The results of the finite element analysis with the proposed bond model are fairly correlated with the experimental results of the full-size model. This study furthermore indicates that, if the proposed bond model is properly used in the analysis of steel-concrete composite deck, the behavior of the composite deck can be easily analyzed without the aid of the full-size experiment. 본 논문은 강-콘크리트 합성바닥판의 구조적 거동을 간략하게 예측할 수 있도록 부착 모델을 제시하였다. 제안한 부착모델의 단부 슬립 관계는 Newmark 이론을 이용하여 유도되었다. 제안한 부착모델을 이용하여 강-콘크리트 합성바닥판의 유한요소 구조해석을 실시하였다. 유한요소해석에서 콘크리트와 강바닥판 사이의 전단연결재는 스프링요소를 사용하여 모델링하였다. 제안한 부착모델을 이용한 유한요소해석 결과와 실물모형 실험결과는 매우 일치하였다. 따라서, 본 연구 결과는 제안된 부착모델을 적절히 사용한다면 강-콘크리트 합성바닥판의 거동을 실물모형실험 없이도 예측할 수 있음을 보였다.

        • A Progressive Failure Analysis Procedure for Composite Laminates II - Nonlinear Predictive Finite Element Analysis

          이규세,Yi, Gyu-Sei Korean Society for Advanced Composite Structures 2014 복합신소재학회논문집 Vol.5 No.4

          A progressive failure analysis procedure for composite laminates is completed in here. An anisotropic plastic constitutive model for fiber-reinforced composite material is implemented into computer program for a predictive analysis procedure of composite laminates. Also, in order to describe material behavior beyond the initial yield, the anisotropic work-hardening model and subsequent yield surface are implemented into a computer code, which is Predictive Analysis for Composite Structures (PACS). The accuracy and efficiency of the anisotropic plastic constitutive model and the computer program PACS are verified by solving a number of various fiber-reinforced composite laminates with and without geometric discontinuity. The comparisons of the numerical results to the experimental and other numerical results available in the literature indicate the validity and efficiency of the developed model.

        • A Progressive Failure Analysis Procedure for Composite Laminates I - Anisotropic Plastic Constitutive Model

          이규세,Yi, Gyu-Sei Korean Society for Advanced Composite Structures 2014 복합신소재학회논문집 Vol.5 No.4

          A progressive failure analysis procedure for composite laminates is developed in here and in the companion paper. An anisotropic plastic constitutive model for fiber-reinforced composite material, is developed, which is simple and efficient to be implemented into computer program for a predictive analysis procedure of composites. In current development of the constitutive model, an incremental elastic-plastic constitutive model is adopted to represent progressively the nonlinear material behavior of composite materials until a material failure is predicted. An anisotropic initial yield criterion is established that includes the effects of different yield strengths in each material direction, and between tension and compression. Anisotropic work-hardening model and subsequent yield surface are developed to describe material behavior beyond the initial yield under the general loading condition. The current model is implemented into a computer code, which is Predictive Analysis for Composite Structures (PACS), and is presented in the companion paper. The accuracy and efficiency of the anisotropic plastic constitutive model are verified by solving a number of various fiber-reinforced composite laminates with and without geometric discontinuity. The comparisons of the numerical results to the experimental and other numerical results available in the literature indicate the validity and efficiency of the developed model.

        • KCI등재

          복합재료 거동특성의 파괴해석 2 -비선형 유한요소해석

          이규세 ( Gyu Sei Yi ) 한국복합신소재구조학회 2014 복합신소재구조학회논문집 Vol.5 No.4

          A progressive failure analysis procedure for composite laminates is completed in here. An anisotropic plastic constitutive model for fiber-reinforced composite material is implemented into computer program for a predictive analysis procedure of composite laminates. Also, in order to describe material behavior beyond the initial yield, the anisotropic work-hardening model and subsequent yield surface are implemented into a computer code, which is Predictive Analysis for Composite Structures (PACS). The accuracy and efficiency of the anisotropic plastic constitutive model and the computer program PACS are verified by solving a number of various fiber-reinforced composite laminates with and without geometric discontinuity. The comparisons of the numerical results to the experimental and other numerical results available in the literature indicate the validity and efficiency of the developed model.

        • KCI등재

          복합재료 거동특성의 파괴해석1 -이방성 소성 적합모델

          이규세 ( Gyu Sei Yi ) 한국복합신소재구조학회 2014 복합신소재구조학회논문집 Vol.5 No.4

          A progressive failure analysis procedure for composite laminates is developed in here and in the companion paper. An anisotropic plastic constitutive model for fiber-reinforced composite material, is developed, which is simple and efficient to be implemented into computer program for a predictive analysis procedure of composites. In current development of the constitutive model, an incremental elastic-plastic constitutive model is adopted to represent progressively the nonlinear material behavior of composite materials until a material failure is predicted. An anisotropic initial yield criterion is established that includes the effects of different yield strengths in each material direction, and between tension and compression. Anisotropic work-hardening model and subsequent yield surface are developed to describe material behavior beyond the initial yield under the general loading condition. The current model is implemented into a computer code, which is Predictive Analysis for Composite Structures (PACS), and is presented in the companion paper. The accuracy and efficiency of the anisotropic plastic constitutive model are verified by solving a number of various fiber-reinforced composite laminates with and without geometric discontinuity. The comparisons of the numerical results to the experimental and other numerical results available in the literature indicate the validity and efficiency of the developed model.

        • KCI등재

          방파제상 월파시 인간 안정성 평가에 관한 실험적 연구

          배현웅,최홍수,이규세,임남형,Bae. Hyun Ung,Choi. Hong Soo,Yi. Gyu Sei,Lim. Nam Hyoung 한국방재학회 2013 한국방재학회논문집 Vol.13 No.1

          '스콜라' 이용 시 소속기관이 구독 중이 아닌 경우, 오후 4시부터 익일 오전 7시까지 원문보기가 가능합니다.

          사람이 월파수에 의해 전도될 때 주요 인명피해가 방파제상에서 발생될 수 있다. 지난 40년간 홍수시 인간 안정성 상실 기준을 정의하기 위한 많은 이론적 및 실험적 연구가 진행되었다. 그러나, 월파수에 의한 인간 안정성 상실 현상을 분석하기 위한 이론적 및 실험적 연구는 진행되지 않았다. 본 논문에서는 2차원 대형 파-흐름-조석 복합수조를 활용하여 월파수에 의한 인간 안정성에 대한 실험적 분석을 수행하였다. 이러한 새로운 실험결과로부터, 기존에 수행된 일반적인 홍수흐름에 대한 실험결과와 비교하여 더욱 낮은 유속/낮은 수심에서 인간의 전도가 발생될 수 있음을 알 수 있다. 또한 월파수에 노출된 인간 안정성의 평가기준을 제안한다. Major loss of life can occur in the breakwater when people are toppled by overtopping waves. Over the last four decades, a number of numerical(analytical) and experimental studies to define the limit criteria of the loss of human stability in flood flows have been conducted. However, the analytical or experimental study to investigate the loss of human stability in overtopping waves has not been performed up to now. In this paper, the experimental investigation of the human stability in overtopping waves is conducted using two-dimensional large scale multipurpose wave flume for wave-current-tide. These new experimental results show that the toppling of human can be expected in lower depth/lower velocity compared to that of ordinary flood flows based on previous experimental study. Also the criteria for the stability of people subject to overtopping waves are proposed.

        • KCI등재후보

          구속 효과를 고려한 원형 CFT 기둥의 비선형 해석

          한택희,원덕희,이규세,강영종,Han. Taek-Hee,Won. Deok-Hee,Yi. Gyu-Sei,Kang. Young-Jong 한국방재학회 2009 한국방재학회논문집 Vol.9 No.6

          '스콜라' 이용 시 소속기관이 구독 중이 아닌 경우, 오후 4시부터 익일 오전 7시까지 원문보기가 가능합니다.

          콘크리트의 구속효과 및 재료 비선형성, 강재의 변형 경화, 초기작용 축력을 고려하여 원형 콘크리트 충전 강관(Concrete Filled Steel Tube : CFT) 기둥의 해석을 위한 프로그램을 작성하고 검증 및 해석을 수행하였다. 축력-모멘트 상관관계 해석, 모멘트-곡률 해석, 모멘트-횡변위에 대한 해석을 수행하고, 선행연구자의 실험결과와 비교하여 검증하였다. 검증결과, 작성된 프로그램은 실제 CFT 기둥의 거동에 근접하였으며, 콘크리트의 구속효과를 고려한 경우 그렇지 않은 경우보다 더 큰 강도와 연성능력을 나타내었다. 콘크리트의 강도와 강관의 두께 변화에 따른 간단한 매개변수 해석을 수행하였으며, 콘크리트의 강도 증가 시 CFT 기둥의 강도는 증가하나 연성은 저하되는 결과를 보여주었다. 반면에 강관 두께를 증가시키는 경우에는, CFT 기둥의 강도와 연성 모두 증가하는 결과를 보여주었다. An analysis program to predict the behavior of a concrete filled steel tube column (CFT) was developed. It considered confining effect, material nonlinearity, strain hardening of steel, and initial axial load. With the developed program, axial load-bending moment interaction analyses, moment-lateral displacement relation analyses, and lateral load-lateral displacement relation analyses were performed. For the verification of the developed program, analysis results were compared with the test results from the other researches. The verified results showed that the developed program predicted the behavior of the CFT column with agreeable accuracy. And they showed that it is necessary to consider the confining effect for the reasonable analysis of the CFT column. A simple parametric study was performed and it chose the strength of unconfined concrete and the thickness of a steel tube as the major parameters affecting the behavior of the CFT column. The parametric analysis results showed that the CFT column had higher strength and smaller ductility by increasing the strength of concrete. But the CFT column showed higher strength and larger ductility by increasing the thickness of the steel tube.

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