A stress-path dependent stress-strain model for FRP-confined concrete
High-strength concrete (HSC) has higher strength-to-weight ratio and stiffness than normal-
strength concrete (NSC). Therefore, the use of HSC can decrease the construction and …
strength concrete (NSC). Therefore, the use of HSC can decrease the construction and …
A path dependent stress-strain model for concrete-filled-steel-tube column
High-strength concrete (HSC) has higher strength-to-weight ratio and stiffness than normal-
strength concrete (NSC), which can decrease the size and embodied carbon of columns in …
strength concrete (NSC), which can decrease the size and embodied carbon of columns in …
Strength prediction of circular CFST columns through advanced machine learning methods
C Hou, XG Zhou - Journal of Building Engineering, 2022 - Elsevier
Concrete-filled steel tube (CFST), well recognized for its excellent mechanical behaviour
and economic efficiency, is widely used as a main load-carrying component in various kinds …
and economic efficiency, is widely used as a main load-carrying component in various kinds …
Behavior of eccentrically loaded circular concrete-filled steel tube stub columns with localized corrosion
In this paper, 12 concrete-filled steel tube (CFST) stub columns with localized corrosion
were tested under eccentric load. The effects of the depth ratio, size and location of localized …
were tested under eccentric load. The effects of the depth ratio, size and location of localized …
Review on development of external steel-confined concrete
Steel is a cheaper and more environmentally friendly alternative to externally confine
concrete compared to the commonly known fiber-reinforced polymer (FRP). Numerous …
concrete compared to the commonly known fiber-reinforced polymer (FRP). Numerous …
Uni-axial behaviour of expansive CFST and DSCFST stub columns
Abstract Concrete-filled-steel-tube (CFST) and double-skinned concrete-filled-steel-tube
(DSCFST) columns have superior strength, stiffness and ductility to that of traditional …
(DSCFST) columns have superior strength, stiffness and ductility to that of traditional …
Experimental investigation of rectangular concrete-filled fiber reinforced polymer (FRP)-steel composite tube columns for various corner radii
To study the compressive behavior of rectangular concrete-filled fiber reinforced polymer
(FRP)-steel composite tube (CFCT) columns, twenty-nine specimens were tested under …
(FRP)-steel composite tube (CFCT) columns, twenty-nine specimens were tested under …
Compressive behaviour of circular CFDST short columns with high-and ultrahigh-strength concrete
Concrete-filled double-skin steel tubular (CFDST) columns possess lower self-weight,
higher ductility and energy absorption than conventional concrete-filled steel tubular (CFST) …
higher ductility and energy absorption than conventional concrete-filled steel tubular (CFST) …
Compressive strength of axially loaded circular concrete-filled double-skin steel tubular short columns
The confinement effect of external and internal steel tubes on sandwiched concrete in
concrete-filled double-skin circular steel tubular (CFDST) short columns has a significant …
concrete-filled double-skin circular steel tubular (CFDST) short columns has a significant …
Axial compression behaviour of circular concrete-filled double-skin steel tubular columns with bolted shear studs: Numerical investigation and design
The concrete-filled double-skin steel tubular (CFDST) columns have recently attracted
significant attention for practical engineering constructions. The axial resistance behaviour …
significant attention for practical engineering constructions. The axial resistance behaviour …