Imperial College London

ProfessorLeroyGardner

Faculty of EngineeringDepartment of Civil and Environmental Engineering

Professor of Structural Engineering
 
 
 
//

Contact

 

+44 (0)20 7594 6058leroy.gardner

 
 
//

Location

 

435Skempton BuildingSouth Kensington Campus

//

Summary

 

Publications

Citation

BibTex format

@article{Zhu:2022:10.1016/j.jcsr.2021.107018,
author = {Zhu, Y and Yang, H and Gardner, L and Wan, J},
doi = {10.1016/j.jcsr.2021.107018},
journal = {Journal of Constructional Steel Research},
pages = {1--17},
title = {Performance of reinforced concrete filled steel tubular (RCFST) members subjected to transverse impact loading},
url = {http://dx.doi.org/10.1016/j.jcsr.2021.107018},
volume = {188},
year = {2022}
}

RIS format (EndNote, RefMan)

TY  - JOUR
AB - Reinforced concrete-filled steel tubular (RCFST) members possess excellent load-bearing properties and fire resistance, and have been applied in a range of practical engineering projects. In addition to static and seismic loads, RCFST members may also be subjected to transverse impact loads, such as those from vehicle/vessel collisions and terrorist attacks. An experimental and numerically study into the dynamic behaviour of RCFST members subjected to transverse impact is therefore the focus of the present paper. Nine specimens were tested using a drop-weight experimental setup, and the instantaneous impact force and deformation states were recorded. A finite element model was established, considering strain rate effects, and validated against the test results. Parametric studies were then conducted in which the effects of the material selection, cross-section characteristics, specimen scale and impact conditions were analysed. Finally, design proposals for RCFST members under transverse impact loading are presented.
AU - Zhu,Y
AU - Yang,H
AU - Gardner,L
AU - Wan,J
DO - 10.1016/j.jcsr.2021.107018
EP - 17
PY - 2022///
SN - 0143-974X
SP - 1
TI - Performance of reinforced concrete filled steel tubular (RCFST) members subjected to transverse impact loading
T2 - Journal of Constructional Steel Research
UR - http://dx.doi.org/10.1016/j.jcsr.2021.107018
UR - https://www.sciencedirect.com/science/article/pii/S0143974X21005009?via%3Dihub
UR - http://hdl.handle.net/10044/1/92742
VL - 188
ER -