• Steel and Composite Structures
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• 제8권4호
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• pp.313-328
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• 2008

This study attempts to suggest bending reinforcement method by applying bending reinforcement to composite profile beam in which the concept of prefabrication is introduced. Profile use can be in place of framework and is effective in improvement of shear and bending strength and advantageous in long-term deflection. As a result of experiment, MPB-CB2 with improved module had higher strength and ductility than the previously published MPB-CB and MPB-LB. In case of bending reinforcement with deformed bar and built-up T-shape section based on MPB-CB2, the MPB-RB series reinforced with deformed bar were found to have higher initial stiffness, bending strength and ductility than the MPB-RT series. The less reinforcement effect of the MPB-RT series might be caused by poor concrete filling at the bottom of the built-up T-shape. In comparison between theoretical values and experimental values using minimum yield strength, the ratio between experimental value and theoretical value was shown to be 0.9 or higher except for MPB-RB16 and MPB-RT16 that have more reinforcement compared to the section, thus it is deemed that the reinforced modular composite profiled beam is highly applicable on the basis of minimum yield strength.

• Structural Engineering and Mechanics
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• 제34권4호
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• pp.541-544
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• 2010

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 2005년도 춘계 학술발표회 논문집
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• pp.257-264
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• 2005

This paper presents the estimation of buckling coefficients and an ultimate strength for a longitudinally profiled plate (LP plate). From the buckling analysis of the LP plate compressed in one direction, the buckling coefficients for the thickness ratio are obtained by Rayleigh-Ritz method and Galarkin method. This paper also provides the technique of a finite element analysis considering the residual distributions of residual stresses and forces equilibrium in the LP plate. The strength behavior of the LP plate obtained from the analysis shows that the ultimate strength differs from the strength which is calculated from the current design code. Based on the results, this paper presents some new proposals about the strength evaluations of the LP plate.

• 대한기계학회논문집
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• 제12권2호
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• pp.262-270
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• 1988

본 연구에서는 필자들의 수치해석방법을 발전시켜 프로파일링을 한 로울러의 프로파일 시작점부근에서의 압력과 유막의 거동을 보다 상세하게 해석하고자 한다.이를 위하여, 수치해석시 로울러 길이방향의 분할을 불균일하게 하여 프로파일 시작점부근에서의 절점의 간격을 조밀하게 하였으며 윤활유의 압축성효과도 고려하였다.

• Tribology and Lubricants
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• 제26권5호
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• pp.263-271
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• 2010

The rollers of cylindrical roller bearing are axially profiled to relieve high edge stress concentration caused by mainly their finite length and by misalignment. In this paper, a numerical analysis is carried to study the EHL of misaligned (tilted) rollers with axially profiled ends. Using a finite difference method with non-uniform grids and the Newton-Raphson method, the highly nonlinear EHL problems are systematically solved. Physically consistent solutions are obtained for moderate load, material parameters and very small misalignment. For different misalignment angles, contours and sectional plots of pressure and film shape near both edge regions are compared. The asymmetric pressure distributions and film shapes show that the EHL results of finite line contacts are highly dependent upon very small amounts of roller misalignment. Especially, the effect of misalignment on the EHL pressure distribution is much higher than the film shapes.

• Structural Engineering and Mechanics
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• 제17권1호
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• pp.69-85
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• 2004

The novel form of composite walling system consists of two skins of profiled steel sheeting with an in-fill of concrete. Such walling system can be used as shear elements in steel framed building subjected to lateral load. This paper presents the results of small-scale model tests on composite wall and its components manufactured from very thin sheeting and micro-concrete tested under monotonic and cyclic shear loading conditions. The heavily instrumented small-scale tests provided information on the load-deformation response, strength, stiffness, strain condition, sheet-concrete interaction and failure modes. Analytical models for shear strength and stiffness are derived with some modification factor to take into account the effect of quasi-static cycling loading. The performance of design equations is validated through experimental results.

• 한국강구조학회 논문집
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• 제19권3호
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• pp.247-258
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• 2007

본 논문은 철골보의 하부 플랜지의 높이 조절이 가능하여 합성바닥판의 춤이 자유로운 신형상의 매입형 합성보에 관한 실험적 연구이다. 이를 위하여 강판성형 철골보 단면을 개발하였고 바닥 슬래브용으로 250mm의 춤을 가진 춤이 깊은 데크 플레이트(이하 Deep Deck)를 사용하여 장스팬에 유리하도록 계획하였다. 실험은 전단스터드 및 인장보강근의 사용유무, 사용강판의 두께, 웨브 개구부의 유무를 주요 변수로 하여 총 7개의 매입형 합성보에 대한 단순지지 휨실험 수행하였다. 실험결과, 강판성형 매립형 합성보는 전단연결재의 설치 없이 철골보와 콘크리트의 부착력에 의해 수평전단력이 전달되는 방식임에도 불구하고 대단히 우수한 합성거동을 나타냄을 확인하였다.

• Structural Engineering and Mechanics
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• 제21권6호
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• pp.659-676
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• 2005

The novel form of composite walling system consists of two skins of profiled steel sheeting with an in-fill of concrete. The behaviour of such walling under in-plane shear is important in order to utilise this system as shear elements in a steel framed building. Steel sheet-concrete interface governs composite action, overall behaviour and failure modes of such walls. This paper describes the finite element (FE) modelling of the shear behaviour of walls with particular emphasis on the simulation of steel-concrete interface. The modelling of complex non-linear steel-concrete interaction in composite walls is conducted by using different FE models. Four FE models are developed and characterized by their approaches to simulate steel-concrete interface behaviour allowing either full or partial composite action. Non-linear interface or joint elements are introduced between steel and concrete to simulate partial composite action that allows steel-concrete in-plane slip or out of plane separation. The properties of such interface/joint elements are optimised through extensive parametric FE analysis using experimental results to achieve reliable and accurate simulation of actual steel-concrete interaction in a wall. The performance of developed FE models is validated through small-scale model tests. FE models are found to simulate strength, stiffness and strain characteristics reasonably well. The performance of a model with joint elements connecting steel and concrete layers is found better than full composite (without interface or joint elements) and other models with interface elements. The proposed FE model can be used to simulate the shear behaviour of composite walls in practical situation.

• Steel and Composite Structures
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• 제34권1호
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• pp.91-105
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• 2020

Steel-concrete composite beam with profiled steel sheet has gained its popularity in the last two decades. Due to the ageing of these structures, retrofitting in terms of flexural strength is necessary to ensure that the aged structures can carry the increased traffic load throughout their design life. The steel ribs, which presented in the profiled steel deck, limit the use of shear connectors. This leads to a poor degree of composite action between the concrete slab and steel beam compared to the solid slab situation. As a result, the shear connectors that connects the slab and beam will be subjected to higher shear stress which may also require strengthening to increase the load carrying capacity of an existing composite structure. While most of the available studies focus on the strengthening of longitudinal shear and flexural strength separately, the present work investigates the effect of both flexural and longitudinal shear strengthening of steel-concrete composite beam with composite slab in terms of failure modes, ultimate load carrying capacity, ductility, end-slip, strain profile and interface differential strain. The flexural strengthening was conducted using carbon fibre reinforced polymer (CFRP) or steel plate on the soffit of the steel I-beam, while longitudinal shear capacity was enhanced using post-installed high strength bolts. Moreover, a combination of both the longitudinal shear and flexural strengthening techniques was also implemented (hybrid strengthening). It is concluded that hybrid strengthening improved the ultimate load carrying capacity and reduce slip and interface differential strain that lead to improved composite action. However, hybrid strengthening resulted in brittle failure mode that decreased ductility of the beam.

• 한국공간구조학회논문집
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• 제7권5호
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• pp.39-48
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• 2007

최근, 구조물의 건설에서 경제적으로 개선된 구조시스템을 개발하는데 많은 역량이 집중되고 있다. 이에 따라, 구조물을 단순화시키고 시공기간을 단축시키고자 고성능강의 사용이 증가되고 있다. 구조물에 가해지는 단면적을 효과적으로 분배시키고, 자중감소와 용접개소를 줄일 수 있는 이점 등으로 인하여, 구조요소로서 LP강판에 대한 관심이 늘고 있다. 이러한 LP강판은 유럽에서 개발되어, 한국에서도 강구조물에 급속도로 사용이 증가되고 있으나, 이에 대한 구조적인 적용검토에 대한 연구는 아직 미흡한 상태이다. 본 연구에서는 유한요소해석의 고체요소을 이용하여 여러 단면형상에 대한 단면력과 처짐을 검토하여, 국내 생산 가능한 LP강판 제품에 대한 작업성, 효율성 및 경제성을 확인하였다.