Behavior of connections between square CFST columns and H-section steel beams

B Li, YL Yang, YF Chen, W Cheng, LB Zhang - Journal of Constructional …, 2018 - Elsevier
Three large-scale connections between square concrete-filled steel tubular (CFST) columns
and H-section steel beams were tested. The specimens include one connection with …

Cyclic loading test for concrete-filled U-shaped steel beam to concrete-filled steel tube column connections

X Xu, R Cheng, P Yang, R Liu - International Journal of Steel Structures, 2020 - Springer
Concrete-filled U-shaped steel (CFUS) beam and concrete-filled steel tube (CFST) column
are recently developed because of the quick construction and economical saving. This …

Behaviour of double-sleeve TubeBolt moment connections in CFT columns under cyclic loading

MZ Jeddi, NHR Sulong… - Journal of Constructional …, 2022 - Elsevier
This research proposes a connection utilising a new blind bolt called TubeBolt to connect I-
beams to concrete-filled tubular (CFT) columns. The aim of this study is to resolve the …

Seismic response of extended end plate joints to concrete-filled steel tubular columns

J Wang, L Zhang, BF Spencer Jr - Engineering Structures, 2013 - Elsevier
This paper investigates the seismic behaviour of extended end plate connections to circular
or square concrete-filled steel tubular (CFST) columns using blind bolts. Both the end plate …

Performance of circular CFST column to steel beam joints with blind bolts

J Wang, N Zhang - Journal of Constructional Steel Research, 2017 - Elsevier
This paper investigated performance of circular concrete filled steel tubular (CFST) column
to steel beam joints with blind bolts. Four monotonic loading tests were conducted on the …

Experimental study on cyclic behavior of thread-fixed one-side bolts bolted endplate connection to strengthened concrete filled square steel tube with fixed thread …

M Cai, P Wang, W Zhang, M Liu, G Zhai, FZ Liu… - Journal of Building …, 2022 - Elsevier
This paper presented the experimental results of the Endplate Connection to Concrete Filled
square Steel Tube (ECCFST) with fixed thread length via Thread-fixed One-side Bolts …

Experimental investigation and analytical modeling of steel beam-to-CFDST column connection

J Fan, J Zhao - Journal of Constructional Steel Research, 2022 - Elsevier
In this paper, a prefabricated connection between concrete-filled double-skin steel tubular
(CFDST) column and steel beam with flush endplates and bidirectional bolts was …

Cyclic behavior of anchored blind-bolted extended end-plate joints to CFST columns

Y Wang, Z Wang, J Pan, P Wang, JG Qin, S Chen - Applied Sciences, 2020 - mdpi.com
As the square steel tube in the tension zone is always the weakest part of moment-resisting
joints, modified blind bolts (Hollo-Bolts) and a locally strengthened steel tube in the panel …

Experimental investigation of extended end plate joints to concrete-filled steel tubular columns

J Wang, L Chen - Journal of Constructional Steel Research, 2012 - Elsevier
An experimental programme to obtain the behaviour of blind bolted extended end plate
joints to circular or square concrete-filled steel tubular (CFST) columns under monotonic …

Behaviour of bolted connections in concrete-filled steel tubular beam-column joints

K Beena, K Naveen, S Shruti - Steel and Composite Structures, An …, 2017 - dbpia.co.kr
Many authors have established the usefulness of concrete filled steel tubular (CFST)
sections as compression members while few have proved their utility as flexural members …