Case Study for Rectangular Composite Panel Zone

Wan Hu Jong; Myungjang Hee

doi:10.4028/www.scientific.net/AMM.459.614

Paper Titles

Research on Application of Non-Equilateral Angle Steel for Transmission Towers
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Calculation of Turbo-Roundabouts with Slip Lanes
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Aseismic Analysis on Separation Joint of Atrium Roof and Connection Modes with Tower
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Performance of Steel Pipeline with Concrete Coating (Modeled with Concrete Damage Plasticity) Underseismic Wave Passage
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Case Study for Rectangular Composite Panel Zone
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Orthogonal Expansion Method of Random Processes for Fluctuating Pressure of Water Flow
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Finite Element Model of High-Voltage Transmission Tower Confirmed
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Gobi Inclined Excavation Based Numerical Analysis
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A New Type of Phase-to-Phase Spacer
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 459Case Study for Rectangular Composite Panel Zone

Case Study for Rectangular Composite Panel Zone

Abstract:

Concrete-filled-tube (CFT) is steel-concrete composite structure what has the advantage of ductility and high compression. The Steel tube confine the concrete in high compression load and the concrete reduce the local buckling of the tube wall. However, A CFT model is complicated to propose on account of the behavior of the beam-column connection. This paper is mainly performed to investigate connection of bolt that is described on the basis of CFT. The RCFT design is found to derive equation for calculating the yield strength, shear stiffness, and the ultimate shear strength for the composite panel zone. In addition, step-by-step process for connection design will be described in this paper. Finally, RCFT design is applied to the connection of bolt suggested in this study.

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Applied Mechanics and Mechanical Engineering IV

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Periodical:

Applied Mechanics and Materials (Volume 459)

Pages:

614-618

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.459.614

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Online since:

October 2013

Authors:

Wan Hu Jong*, Myungjang Hee

Keywords:

CFT, Concrete Filled Tube, Connection of Bolt, End Plate Connection

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