Lateral impact response of the concrete filled steel tube columns with and without CFRP strengthening

AS Shakir, ZW Guan, SW Jones - Engineering structures, 2016 - Elsevier
This paper presents a study on the dynamic response of normal or recycled aggregate
concrete filled steel tube (NACFST and RACFST) columns subjected to lateral projectile …

Flexural performance of rectangular CFST composite T-beams: Experimental, numerical, and theoretical investigation

F Ding, SI Sadat, F Lyu, Y Yin - Journal of Constructional Steel Research, 2024 - Elsevier
Steel-concrete composite beams find extensive application in bridge construction, offering
adaptability to complex terrains and structural advantages. Nevertheless, a persistent …

Designing new hybrid artificial intelligence model for CFST beam flexural performance prediction

AN Hanoon, AW Al Zand, ZM Yaseen - Engineering with Computers, 2022 - Springer
A substantial number of experimental studies have reported on the flexural performance of
concrete-filled steel tube (CFST) beams. Due to the problem complexity, theoretically …

Flexural behavior of lightweight concrete and self-compacting concrete-filled steel tube beams

AAM Al-Shaar, MT Göğüş - Journal of Constructional Steel Research, 2018 - Elsevier
The study presents a comparative experimental analysis of the flexural behavior of
lightweight concrete and self-compacting concrete filled square steel tube beams subjected …

Flexural behavior of a novel high-strength RCFST column-to-column connection

B Mou, Y Li, F Wang, W Pan, Y Zhao - Thin-Walled Structures, 2021 - Elsevier
Brittle fracture is one of the principal disincentives to limit the use of ultrahigh-strength steels
in tall buildings. This paper proposes a novel column-to-column connection without full …

Flexural performance of square concrete-filled steel tube beams stiffened with V-shaped grooves

AW Al Zand, WHW Badaruzzaman… - … of Constructional Steel …, 2020 - Elsevier
The outward steel tube buckling failure of concrete-filled steel tube (CFST) beams is still
considered to be a serious concern due to the typical bending loads. This research conducts …

The enhanced performance of CFST beams using different strengthening schemes involving unidirectional CFRP sheets: An experimental study

AW Al Zand, WHW Badaruzzaman, AA Mutalib… - Engineering …, 2016 - Elsevier
Concrete-filled steel tube (CFST) beam, like any conventional structural member, for several
reasons need strengthening, such as by making upgrades to carry extra loads or to make …

Post-cracking behavior of hybrid fiber-reinforced concrete-filled steel tube beams

S Guler, D Yavuz - Construction and Building Materials, 2019 - Elsevier
The main purpose of this study was to examine the moment, ductility and toughness
capacities of steel and hybrid (steel+ synthetic) fiber-reinforced concrete (FRC)-filled square …

Flexural strength evaluation of concrete-filled steel tube (CFST) composite girder

J Cho, J Moon, HJ Ko, HE Lee - Journal of Constructional Steel Research, 2018 - Elsevier
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 …

Rehabilitation and strengthening of high-strength rectangular CFST beams using a partial wrapping scheme of CFRP sheets: Experimental and numerical study

AW Al Zand, WHW Badaruzzaman, AA Mutalib… - Thin-Walled …, 2017 - Elsevier
Recently, concrete-filled steel tubular (CFST) members are becoming highly recommended
by engineers for use in composite structures. Lately, carbon fiber-reinforced polymer (CFRP) …