[PDF][PDF] Bolted connections to tubular columns at ambient and elevated temperatures-A review

SH Leong, NHR Sulong, M Jameel - Steel and Composite …, 2016 - researchgate.net
Tubular column members have been widely adopted in current construction due to its
numerous advantages. However, the closed-section profile characteristics of tubular …

Pull-out behaviour of blind bolts from concrete-filled tubes

Y Oktavianus, H Yao, HM Goldsworthy… - Proceedings of the …, 2015 - icevirtuallibrary.com
The use of concrete-filled steel circular hollow sections as columns is becoming more
popular because of their superior capacity, good ductility and large energy absorption …

Cyclic performance of fully assembled joints between H-Beam and CFST shear wall

Y Liu, H Cai, X Liu, J Zhao, C Zhang - Structures, 2023 - Elsevier
The steel pipe of the concrete bundle shear wall is a new structural system suitable for steel
structures. This study presents experimental findings of six fully assembled end-plate joints …

[HTML][HTML] Mechanical performance of elliptical one-sided bolted joints for T-stub and hollow section members under tension

C Wan, Y Bai, AD Almutairi - Journal of Building Engineering, 2024 - Elsevier
This paper presents experimental and numerical investigations on the tensile performance
of the elliptical one-sided bolted joints in building applications. Two types of joints are …

Experimental study on T-stubs connected by thread-fixed one-side bolts under cyclic load

T Wulan, Q Ma, Z Liu, M Liu, J Song, J Cai… - Journal of Constructional …, 2020 - Elsevier
Experimental studies on behavior of T-stubs connected using thread-fixed one-side bolts
(TFOSBs) under monotonic and cyclic loads were presented. Three failure modes, which …

Post fire tensile behavior of thread-fixed one-side bolt strengthened by backing plate

Y You, H Zhu, X Liu, C Xia, Y Liu, F Liu - Engineering Structures, 2022 - Elsevier
The post fire tensile behavior of Backing Plates (BP) strengthened Thread-fixed One-side
Bolt (TOB) was studied. The full-time test method, which included the before-fire stage, firing …

A component-based model for innovative prefabricated beam-to-hybrid tubular column connections

SN Sadeghi, A Heidarpour, XL Zhao… - Thin-Walled Structures, 2018 - Elsevier
This paper presents the results of a component-based model developed for an innovative
type of connection, recently proposed by the authors, for beam-to-hybrid fabricated column …

sTensile behaviour of T-stub to hollow section column using elliptical-head one-side bolts

L Sun, L Liu, J Wu, J Zhang, X Cai, Y Wang… - Journal of Constructional …, 2024 - Elsevier
The Elliptical-head one-side bolt (EOB) is a typical representative of the third generation for
one-side bolts, relying on its elliptical head and bolt hole to achieve orthogonal anchorage …

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 …

An innovative I-beam to hybrid fabricated column connection: Experimental investigation

SN Sadeghi, A Heidarpour, XL Zhao… - Engineering Structures, 2017 - Elsevier
Hybrid fabricated columns (HFCs) have been investigated by researchers during the past
two decades. Many researchers have reported higher load-bearing capacity, post-buckling …