Results 31 to 40 of about 14,808 (211)
Abstract Hollow concrete-filled steel tubular (CFST) member is mainly adopted in power transmission and transformation structures, but when it is used in the superstructure with complex stress, the hollow CFST member has a low bearing capacity and is prone to brittle failure.
Z J Yang, X Li, G C Li, S C Peng
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Experimental study of beam to concrete-filled elliptical steel tubular column connections [PDF]
YesThis paper investigated the rotation behaviour of simply bolted I-beam to concrete-filled elliptical steel tubular (CFEST) column connections experimentally. Ten different joint assemblies were tested to failure, with a constant axial compressive load
Dai, Xianghe +3 more
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Effect of reinforcement stiffeners on square concrete-filled steel tubular columns subjected to axial compressive load [PDF]
Eight stiffened square concrete-filled steel tubular (CFST) stub columns with slender sections of encasing steel and two non-stiffened counterparts were tested subjected to axial compressive load.
Fu, F., Wang, Y., Yang, Y.
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Fire Resistance of Concrete-filled High Strength Steel Tubular Columns [PDF]
postprin
Wang, K, Young, B
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For tubular structures, ultrasonic guided waves (UGWs) which are closely related to interfacial boundary conditions such as gas, liquid and solid materials, are usually used in damage detection.
Shi Yan +3 more
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A unified formula for calculating bending capacity of solid and hollow concrete-filled steel tubes under normal and elevated temperature [PDF]
Abstract Bending is one of the most common forms of deformation that may cause failure of a structural member, such as a column, especially when the member is exposed to fire. Fire resistance design is therefore an important factor that must be considered in the design process of modern building structures.
Yu, Min +3 more
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ABSTRACT Greenhouse gas (GHG) emissions have emerged as one of the most critical drivers of climate change; this is primarily due to high concentrations and long atmospheric life of carbon dioxide (CO2). For a significant amount of time, various biological processes such as microalgal cultivation, cyanobacterial systems, photosynthetic microorganisms ...
Sadhana Semwal, Harish Chandra Joshi
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This paper presents a series of test results of large-scale rectangular concrete-filled steel tubular (CFST) beams to explore their performance under pure bending.
J. M. Flor +4 more
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Load‐bearing capacity of concrete‐filled steel columns
This paper represents the analysis of 1303 specimens of CFST experimental data. Test results are compared with EC4 provided method for determining the load‐bearing capacity of these composite elements.
Artiomas Kuranovas +3 more
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Structural design of concrete filled steel elliptical hollow sections [PDF]
This paper presents the behaviour and design of axially loaded elliptical steel hollow sections filled with normal and high strength concrete. The experimental investigation was conducted with three nominal wall thickness (4mm, 5mm and 6.3mm) and ...
Lam, D., Testo, N.
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