Performance of concrete filled stainless steel tubular (CFSST) columns and joints: Summary of recent research

LH Han, CY Xu, Z Tao - Journal of Constructional Steel Research, 2019‏ - Elsevier
Concrete filled stainless steel tubular (CFSST) columns have attracted increasing research
interests in the last decade. This paper briefly introduces the material properties of stainless …

Review on blind bolted connections to concrete-filled steel tubes

YL Li, TM Chan, XL Zhao - Thin-Walled Structures, 2023‏ - Elsevier
Abstract Development of blind bolting systems offers an alternative solution of jointing steel
beams to concrete-filled steel tubular (CFST) columns that only allow one-side access. This …

Behaviour of stainless steel beam-to-column joints—Part 1: Experimental investigation

M Elflah, M Theofanous, S Dirar, H Yuan - Journal of Constructional Steel …, 2019‏ - Elsevier
Research on stainless steel structures has primarily focused on the structural response of
individual members, whilst the response of joints has received far less attention to date. This …

Load transfer mechanism in concrete-filled steel tubular columns: Developments, challenges and opportunities

PP Debnath, F Xu, TM Chan - Journal of Constructional Steel Research, 2023‏ - Elsevier
This article provides an in-depth review on the understanding of load transfer mechanism in
concrete-filled steel tubular (CFST) columns, with emphasis on tube-concrete interface …

[HTML][HTML] Beam-to-CFST column joints in steel-concrete composite buildings: a comprehensive review

HT Thai - Structures, 2024‏ - Elsevier
With structural and economic benefits, concrete filled steel tubular (CFST) columns have
been widely used in multistorey buildings in which the beam-to-column joints play an …

Study on stainless steel blind bolted T-stub to concrete-filled stainless steel tube connections

YL Li, XL Zhao - Engineering Structures, 2022‏ - Elsevier
Tension zone of a bolted steel beam-to-column connection can be represented by an
equivalent T-stub to column connection under tensile load as recommended in Eurocode 3 …

Structural behaviour of stainless steel beam-to-tubular column joints

M Elflah, M Theofanous, S Dirar, H Yuan - Engineering Structures, 2019‏ - Elsevier
This paper complements previous research conducted by the authors on stainless steel
bolted joints and reports the first systematic study on the structural behaviour of stainless …

Post-fire seismic performance of concrete-filled steel tubular column to steel beam joints with blind-bolted connections: Experiment and simulation

LH Han, TY Song, S Li - Engineering Structures, 2023‏ - Elsevier
During the life-cycle of a building, the structure might be subjected to multiple hazards such
as fire, earthquake and impact. Compared with the traditional structure design methods …

A novel slip-critical blind bolt: Experimental studies on shear, tensile and combined tensile–shear resistances

X Gao, W Wang, LH Teh, L Zhuang - Thin-Walled Structures, 2022‏ - Elsevier
This paper presents the results of a series of experimental tests on a novel Slip-Critical Blind
Bolt (SCBB) system recently improved by the second author, which can be used to connect …

Seismic response investigation on CFDST column to steel beam blind-bolted connections

J Wang, L Guo, X Guo, Z Ding - Journal of Constructional Steel Research, 2019‏ - Elsevier
The blind bolting technique, recognized as a novel solution to connect a beam to a closed
section column for unavailable installation from one side, has been gradually employed in …