Results 71 to 80 of about 597 (168)
Abstract This study experimentally investigates the flexural behavior of concrete-filled steel tube (CFST) beams incorporating artificial notch imperfections. Twelve specimens were tested under four-point bending, including control beams, hollow tubes, and notched CFST members.
Haider A. A. Al-Atabi +1 more
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Experimental Behaviour of Steel Tubular Columns for Varying in Filled Concrete
This paper investigates the behaviour of axially-loaded tubular columns filled with M20 grade concrete and partially replaced concrete. The parameters varying in the study are slenderness ratio (13.27, 16.58 & 19.9), and normal M20 grade concrete ...
Sangeetha P., Senthil R.
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Flexural Strength and Ductility of a Concrete Filled Steel Tube Beam with Different Layouts
Concrete-filled steel tube (CFST) is a composite member consisting of a steel tube filled with concrete, resulting in an enhanced structural element used in various types of construction.
Kamaran Shekha Abdullah +4 more
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This study presents a novel probabilistic machine learning (ML) approach using Natural Gradient Boosting (NGBoost) to predict the axial compressive capacity of Concrete Filled Steel Tube (CFST) columns. Leveraging a comprehensive dataset of 1,127 experimentally tested CFST specimens under axial compressive loads, we compare the performance of various ...
Dade Lai +6 more
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Behaviour of Concrete Filled Steel Tube (CFST) Subjected to Shear: A Review
Concrete-filled steel tubes represent common structural members for modern civil engineering projects such as high-rise buildings under shear and axial loads. Because of excellent composite functional characteristics, the axial load-carrying capacity of concrete increases due to ductility and confinement provided by the steel tube.
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Analysis of External Diaphragm Beam Column Connection of Concrete Filled Steel Tube (CFST) Using ANSYS [PDF]
Suresh Kumar S M, Manivannan M
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STRUCTURAL BEHAVIOR OF CONCRETE FILLED STEEL TUBE (CFST) MEMBERS
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Buckling of Slender Concrete-Filled Steel Tubes with Compliant Interfaces
This paper presents an exact model for studying the global buckling of concrete-filled steel tubular (CFST) columns with compliant interfaces between the concrete core and steel tube.
Simon Schnabl, Igor Planinc
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Seismic performance of CFST superimposed shear walls with different shear connections
The synergistic integration of concrete-filled steel tube (CFST) columns and composite shear walls addresses the strategic requirements of the modern construction industry’s shift toward building industrialization and intelligent construction. This paper
Mengqi Gao +5 more
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This research examines the seismic behavior of a cable-stayed bridge featuring concrete-filled steel tube (CFST) pylons, which includes the seesaw system. The objective of the study is to assess the efficacy of the seesaw system in mitigating the seismic response of the bridge across various earthquake scenarios, while also accounting for the ...
Panagiota Katsimpini +2 more
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