Results 61 to 70 of about 7,126 (260)

Flexural behavior of CFRP-CFST Beam connections with hybrid flange-casing joints

open access: yesCase Studies in Construction Materials
The utilization of CFRP-strengthened Concrete-Filled Steel Tube (CFRP-CFST) members in marine environments has garnered progressively increasing attention due to their enhanced load-bearing capacity and corrosion resistance.
Baihang Lu, Heng Zhao, Jian Yuan, Jun He
doaj   +1 more source

Concrete-Filled Steel Tube Arch Bridges in China

open access: yesEngineering, 2018
In the past 20 years, great progress has been achieved in China in the construction of concrete-filled steel tube (CFST) arch bridges and concrete arch bridges with a CFST skeleton.
Jielian Zheng, Jianjun Wang
doaj   +1 more source

Concrete Damaged Plasticity Model for simulation of fibre‐reinforced polymer‐confined concrete‐filled steel tubes

open access: yesce/papers, Volume 8, Issue 6, Page 400-405, December 2025.
Abstract This paper presents a finite element modelling method to simulate the stress‐strain response of concrete confined by fibre‐reinforced polymer (FRP) and steel using the Concrete Damaged Plasticity Model within ABAQUS. The model includes four main features: the strain hardening‐softening rule, damage parameter, yield criterion and flow rule ...
Holly Au, Dilum Fernando, Sheida Afshan
wiley   +1 more source

Moment-curvature relations of fiber-reinforced concrete-encased CFST beams [PDF]

open access: yesEngineering and Technology Journal
A concrete-filled steel tube surrounded by external concrete is a composite element known as a concrete-encased concrete-filled steel tube (CFST). This composite element is used in multi-story buildings, large-span constructions, bridges, and underground
Raad Abdulkhudhur   +2 more
doaj   +1 more source

Experimental Seismic Response Assessment of Tall Buildings With Large Mass Damping

open access: yesEarthquake Engineering &Structural Dynamics, Volume 54, Issue 15, Page 3707-3725, December 2025.
ABSTRACT This paper describes an experimental investigation into the seismic performance of a novel integrated damping system. The proposed damping concept mobilises a portion of the building's own mass to generate damping from its differential motion relative to the lateral load‐resisting system.
Miguel Martinez‐Paneda   +3 more
wiley   +1 more source

The influence of basalt fiber on the mechanical performance of concrete-filled steel tube short columns under axial compression

open access: yesFrontiers in Materials
With rapid economic and social development, both concrete-filled steel tube (CFST) composite structures and basalt fiber (BF) have been widely applied in the field of civil engineering.
Xinzhong Wang   +4 more
doaj   +1 more source

Effects of Concentrical Partial (Local) Compression on the Structural Behavior of Concrete Filled Steel Tubular Column

open access: yesAdvances in Materials Science and Engineering, 2015
The objective of this present paper is to investigate the structural behavior of square and circular Concrete Filled Steel Tubular (CFST) stub columns subjected to axial partial/local compression.
S. Jayaganesh   +3 more
doaj   +1 more source

Experimental study of beam to concrete-filled elliptical steel tubular column connections [PDF]

open access: yes, 2015
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
core   +1 more source

Compassion Fatigue Among Critical Care Nurses and Physicians: A Scoping Review

open access: yesNursing Open, Volume 12, Issue 12, December 2025.
ABSTRACT Introduction The continuous engagement with critically ill patients leaves healthcare providers vulnerable to Secondary Traumatic Stress (STS), consequently developing Compassion Fatigue (CF). Nurses' compassion is crucial for healing and is associated with improved care delivery.
Mohamad Al Nakhal   +3 more
wiley   +1 more source

Improved behaviour of concrete-filled-stee-tube columns with external confinement [PDF]

open access: yes, 2011
In high-strength concrete columns, because of the heavy demand of confining steel to restore the column ductility, it is more efficient to provide the confinement in the form of steel tube to form concrete-filled-steel-tube (CFST) column.
Ho, JCM
core  

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