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Investigation of the interior RC beam-column joints under monotonic antisymmetrical load

Frontiers of Structural and Civil Engineering 2019年第6期13卷 1474-1494页

作者： Fei GAO Zhiqiang TANG Biao HU Junbo CHEN Hongping ZHU Jian MA School of Civil Engineering and Mechanics Huazhong University of Science and TechnologyWuhan 430074China Guangdong Provincial Key L aboratory of Durability for Marine Civil Engineering Shenzhen UniversityShenzhen 518060China Department of Civil and Environmental Engineering The Hong Kong Polytechnic UniversityHong Kong 999077China

The paper presents numerical findings of reinforced concrete interior beam-column joints under monotonic antisymmetrical *** finite element models considered compression and tension damage were calibrated by test results in terms of the load-displacement,failure modes,and strains of longitudinal *** emphasis was put on studying the effects of hoop reinforcement ratio in joint core and the axial compression ratio on the responses of the *** results show that,in addition to the truss and strut-and-tie mechanisms,the confinement mechanism also existed in the joint core.A certain amount of stirrup is not only able to enhance the confinement in joint core,undertake a part of shear force and thus to increase the shear capacity,prevent the outward buckling of steel bars in column,improve the stress distribution in joint core,delay cracking and restrain the propagation of cracks,but also to increase the yield load,decrease the yield displacement of beam and improve the joint ***,excessive horizontal stirrups contribute little to the joint *** a certain range,larger axial compression ratio is beneficial for the joint mechanical behavior,while it is negative when axial compression ratio is too large.

关键词： RC beam-column joint reinforcement ratio in joint core axial compression ratio finite element test

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Finite Element Modeling of Stability of beam-column Supports for Field Fabricated Spherical Storage Pressure Vessels

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Engineering（科研） 2013年第5期5卷 475-480页

作者： Oludele Adeyefa Oluleke Oluwole Department of Mechanical Engineering University of Ibadan Ibadan Nigeria

Spherical pressure vessels in large sizes are generally supported on legs or columns evenly spaced around the circumference. The legs are attached at or near the equator of the sphere. This research work focussed on flexural-torsional buckling of beam-column supports of field fabricated spherical pressure vessels using finite element analysis. Flexuraltorsional buckling is an important limit state that must be considered in structural steel design and it occurs when a structural member experiences significant out-of-plane bending and twisting. This research has therefore considered the total potential energy equation for the flexural-torsional buckling of a beam-column element. The energy equation was formulated by summing the strain energy and the potential energy of the external loads. The finite element method was applied in conjunction with the energy method to analyze the flexural-torsional buckling of beam-column supports. To apply the finite element method, the displacement functions are assumed to be cubic polynomials, and the shape functions used to derive the element stiffness and element geometric stiffness matrices. The element stiffness and geometric stiffness matrices were assembled to obtain the global stiffness matrices of the structure. The final finite element equation obtained was in the form of an eigenvalue problem. The flexural-torsional buckling loads of the structure were determined by solving for the eigenvalue of the equation. The resulting eigenvalue equation from the finite element analysis was coded using FORTRAN 90 programming language to aid in the analysis process. To validate FORTRAN 90 coding developed for the finite element analysis and the methodology, the results given by the software were compared to existing solutions and showed no significant difference P > 0.05.

关键词： Field-fabricated Spherical Storage Pressure Tank beam-column Support FEM

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A State of the Art Review on the Behavior of Reinforced Concrete (RC) beams under Cyclic Loading

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World Journal of Engineering and Technology 2018年第4期6卷 752-766页

作者： Bashir H. Osman Civil Engineering Department College of Engineering University of Sinnar Sinnar Sudan

In the last two decades, the study of reinforced concrete (RC) structures elements such as bridge deck slabs, bridge girders, or offshore installations, which?are?subjected to cyclic action typically induced by seismic motions has received the attention of many researchers.?Furthermore, the past two decades have witnessed rapid growth in the use of fiber-reinforced polymer (FRP) confining jackets for the strengthening/retrofit of reinforced concrete (RC) columns and beams. Moreover, several theoretical and empirical models?have been proposed for evaluating the?shear strength of beams, columns and beam-to-column joints. In this?paper, an overview of the models currently available in the scientific literature for?evaluating the?shear capacity of?beams, columns and?exterior beam-to-column joints?is reported.?Further, important practical issues which contribute in?shear strengthening of structures with different element types especially RC beams with different strengthening techniques, such as steel plate and FRP laminate are discussed.?Finally,?directions for future research based on the existing gaps of the existing works are presented.

关键词： Cyclic Behavior RC beams Shear Strength beam-column Joined RC column

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