A systematic review on CFST members under impulsive loading

NMR Dabbagh, WHW Badaruzzaman, AW Al Zand… - Thin-Walled …, 2022 - Elsevier
Concrete-filled steel tubes (CFST) have been increasingly used in the construction industry
due to their favourable structural performance. With the increase of accidental events in the …

Performance of square concrete-filled steel tubular columns under repeated lateral impact

S Gao, Y Xu, S Zhang, A Derlatka - Engineering Structures, 2023 - Elsevier
In this paper, a series of simulations are conducted to study the dynamic performances of
square concrete-filled steel tubular (CFST) columns under repeated lateral impact by …

Performance of concrete filled steel tubular (CFST) members with circumferential gap under lateral impact

P Dai, F Liao, C Hou, Y Yang, R Wang - Journal of Constructional Steel …, 2023 - Elsevier
To investigate the influence of circumferential gap on the impact-resistance capacity of CFST
columns, 12 CFST specimens were tested under constant axial load and lateral impact …

Transverse impact behavior of high-strength concrete filled normal-/high-strength square steel tube columns

X Yang, H Yang, S Zhang - International Journal of Impact Engineering, 2020 - Elsevier
High strength materials and dynamic loadings are two important research topics for building
structures. In this study, high-strength concrete filled square steel tube columns (HSCFST) …

Performance of circular CFDST members with external stainless steel tube under transverse impact loading

H Zhao, R Wang, CC Hou, D Lam - Thin-Walled Structures, 2019 - Elsevier
This paper presents an experimental and numerical study on the impact performance of
circular concrete-filled double skin steel tubular (CFDST) members with external stainless …

Impact resistance and simplified evaluation method for square CFST members subjected to transverse impact

X Yang, H Yang, Z Zhang, Y Zhu, Z Lai - Journal of Constructional Steel …, 2022 - Elsevier
Recently, the impact behavior and anti-impact design of concrete-filled steel tubes (CFSTs)
have attracted increasing attention; the existing analytical theories have mainly focused on …

Life-cycle based structural performance of long-span CFST hybrid arch bridge: A study on arch of Pingnan Third Bridge

BW Chen, LH Han, DY Qin, W Li - Journal of Constructional Steel Research, 2023 - Elsevier
Long-span concrete-filled steel tubular (CFST) hybrid arch bridge is one of the optimal
solutions for large-span bridge construction, where the construction process and long-term …

Performance of round-ended CFST columns under combined actions of eccentric compression and impact loads

H Zhao, S Mei, R Wang, X Yang, WD Wang… - Engineering Structures, 2024 - Elsevier
Round-ended concrete-filled steel tubular (RECFST) columns are gaining increasing usage
in bridge structures. During their service life, RECFST columns under eccentric compression …

Performance of concrete-encased CFST subjected to low-velocity impact: shear resistance analysis

CC Hou, LH Han, ZS Liang, CM Hu - International Journal of Impact …, 2021 - Elsevier
The performance of concrete-encased concrete-filled steel tube (concrete-encased CFST)
subjected to low-velocity impact is investigated through experimental and numerical studies …

Investigation of high-performance alkali-activated slag concrete-filled steel tubular members under lateral impact

S Kumar, PK Gupta, MA Iqbal - Journal of Constructional Steel Research, 2024 - Elsevier
This paper studied the behaviour of High-performance Alkali-activated slag Concrete-Filled
Steel Tubular members under transverse impact along with axial compression. Combining …