[HTML][HTML] Testing, numerical analysis and design of CFDST cross-sections with square stainless steel outer tubes in bending

F Wang, B Young, L Gardner - Journal of Constructional Steel Research, 2023 - Elsevier
The structural performance and design of concrete-filled double skin tubular (CFDST) cross-
sections with square stainless steel outer tubes are studied herein. A total of 17 four-point …

Study on shear bearing capacity of PVC-CFRP confined concrete column-RC beam exterior joint with core steel tube

F Yu, C Wu, B Xu, Y Guan, X Zhu, Y Fang - Construction and Building …, 2024 - Elsevier
In this study, a method of strengthening polyvinyl chloride (PVC)-carbon fiber reinforced
polymer (CFRP) confined concrete (PCCC) column-reinforced concrete (RC) beam exterior …

Research on seismic performance prediction of CFST latticed column-composite box girder joint based on machine learning

Z Huang, X Li, J Chen, L Jiang, YF Chen… - Construction and Building …, 2025 - Elsevier
This paper presents an experimental investigation on the joints between four-limb concrete-
filled steel tubular (CFST) latticed column and composite box girder under low-cycle …

Seismic behavior of exterior joint of CFDST column to steel beam with RC slab

Y Wang, D Zhang, J Zhao, Q Du, R Mubizah - Journal of Building …, 2024 - Elsevier
To investigate the seismic performance of an exterior joint connecting concrete-filled double-
skin steel tubular (CFDST) column to steel beam with reinforced concrete (RC) slab, four …

Experimental and numerical investigation of through-diaphragm in H-shaped steel beam to CFST column connections

YH Cho, F Wang, SY Seo, KS Lee, TS Kim - Thin-Walled Structures, 2024 - Elsevier
This research proposes a cruciform through-diaphragm (CTD) for an H-shaped steel beam
to concrete-filled steel tubular (CFST) column and investigates its seismic performance …

Experimental, numerical, theoretical analysis of fully-assembled steel-concrete joint with cross-shaped tube core

Y Zhang, T Sun, B Wu, S Shen - Structures, 2025 - Elsevier
Abstracts To achieve efficient connections for concrete-filled square steel tube column and
overcome issues such as environmental pollution from onsite welding, a new full bolted joint …

Flexural behavior of PRCFST column-column connection with transfer sleeves

B Mou, Y Pan, O Zhao, Y Yu - Engineering Structures, 2024 - Elsevier
This paper proposes a new configuration of PRCFST (prefabricated reinforced strength
concrete-filled steel tubular) column-column connection with transfer sleeves. First of all, five …

Seismic performance of prefabricated repairable RCS joints with replaceable multi-segment weakened plates

H Zhu, B Li, J Fan, P Zhang, Y Zhan, J Xu - Journal of Building Engineering, 2024 - Elsevier
In order to enable the high-efficiency and easy-operation repairment of prefabricated
reinforced concrete column-steel beam (RCS) structure after damage, a novel replaceable …

Restoring force model for steel beam to CFST/HSS column joints with a reinforced concrete slab

B Mou, Y Pan, C Wu, Y Yu - Journal of Building Engineering, 2024 - Elsevier
The seismic performance of the steel beam-column joints is significantly influenced by the
composite action of the reinforced concrete (RC) slab. This paper aims to propose a …

Prefabricated steel-concrete composite cross joints with concrete slab: Parameter analysis and theoretical study

C Wu, C Ma, X Wang, B Mou, H Ding - Structures, 2023 - Elsevier
Nowadays, many researchers are investigating prefabricated reinforced concrete composite
structural systems due to their ability to achieve the double carbon goal, which aligns with …