Numerical Analysis on Mechanical Properties of Different Fiber-Reinforced Cold-Formed Steel-Concrete Composite Corner Columns. [PDF]
Li M +11 more
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Experimental Study on the Detection of the Existence and Location of Mimicked and Unexpected Interface Debonding Defects in an Existing Rectangular CFST Column with PZT Materials. [PDF]
Liu Q +6 more
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New shear transfer system for concrete‐filled steel tube (CFST) columns
AbstractConcrete‐filled steel tube (CFST) columns are frequently used in construction due to their high ductility and improved loadbearing capacities. At beam‐to‐CFST column joints, gusset plates are welded to the outer face of the steel tube, and specific elements should ensure the shear transfer between the inner face of the steel tube and the ...
Milad Soltanalipour
exaly +3 more sources
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Experimental study and design of bond behavior in concrete-filled steel tubes (CFST)
Engineering Structures, 2022Facheng Wang, Lin-Hai Han
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Behavior of prestressed concrete-filled steel tube (CFST) beam
Engineering Structures, 2016Abstract Concrete-filled steel tube (CFST) member is widely used for building, bridge and foundation structures because of its excellent performance. When a CFST member is subjected to axial loads, the filling concrete is confined by the steel tube, resulting in a tri-axial state of compression that improves its strength, stiffness and ductility ...
Yulin Zhan, Renda Zhao, Zhongguo John
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Flexural strength evaluation of concrete-filled steel tube (CFST) composite girder
Journal of Constructional Steel Research, 2018Abstract The flexural strength of the concrete-filled steel tube (CFST) composite girder was investigated in this study. Firstly, simple equations to evaluate the flexural strength of the CFST composite girder under both positive and negative bending moment were derived based on the plastic stress distribution method (PSDM).
Junghyun Cho, Jiho Moon, Hak-Eun Lee
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Performance and calculations of concrete filled steel tubes (CFST) under axial tension
Journal of Constructional Steel Research, 2011Abstract This paper reports the behavior of concrete filled steel tubes (CFST) under axial tension. A total of 18 specimens were tested. The main parameters were steel ratio, concrete type and bond or unbonded between the steel tube and its core concrete.
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Concrete filled steel tube (CFST) columns subjected to concentrically partial compression
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You-Fu Yang, Lin-Hai Han
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Abstract Compressive tests of the CFST stub columns with artificial notches in the steel tubes were conducted in this paper to investigate the effects of the material imperfections of steel tubes on column performances. The load-strain responses, column strength and confining effects were discussed in detail.
Faxing Ding, Zhi-Wu Yu
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Abstract Search for enhancing the efficiency has led to composite structures such as concrete-filled steel tubes (CFST) with increasing applications across the world. The fire performance of CFST columns needs to be understood comprehensively. In this paper, the effectiveness of the most important parameters on fire resistance rating (FRR) and ...
M.J. Moradi +3 more
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