[HTML][HTML] Shear performance of high-strength friction-grip bolted shear connector in prefabricated steel–UHPC composite beams: Finite element modelling and …

Z Fang, L Hu, H Jiang, S Fang, G Zhao, Y Ma - Case Studies in …, 2023 - Elsevier
As a competitive alternative for accelerated bridge construction (ABC), prefabricated steel–
ultra-high-performance concrete (UHPC) composite beams containing high-strength friction …

Disassembly and reuse of structural members in steel-framed buildings: state-of-the-art review of connection systems and future research trends

S Kitayama, O Iuorio - Journal of Architectural Engineering, 2023 - ascelibrary.org
Reducing carbon emissions in the construction sector is essential in a period of climate
emergency. Disassembly and reuse of structural members are considered to reduce the …

State-of-the-art and annual progress of bridge engineering in 2021

R Zhao, K Zheng, X Wei, H Jia, X Li, Q Zhang… - Advances in Bridge …, 2022 - Springer
Bridge construction is one of the cores of traffic infrastructure construction. To better develop
relevant bridge science, this paper introduces the main research progress in China and …

Experimental study of innovative bolted shear connectors in demountable cold-formed steel–concrete composite beams

A Ataei, SA Mahmoudy, M Zeynalian… - Thin-Walled …, 2023 - Elsevier
Although cold-formed steel (CFS) members have been widely used in structures, their
application is limited due to the buckling and instability of these members. To enhance their …

Numerical study on behavior of bolted shear connector used in composite cold-formed steel beams

M Hosseinpour, M Zeynalian, M Daei, A Ataei - Thin-Walled Structures, 2022 - Elsevier
The use of concrete slab in cold-formed steel (CFS) beams can not only increase the
ultimate resistance, but also can prevent their lateral buckling. Since the formation of …

[HTML][HTML] Experimental study on shear performance of an advanced bolted connection in steel-concrete composite beams

W Wang, X Zhang, X Zhou, B Zhang, J Chen… - Case Studies in …, 2022 - Elsevier
Compared to traditional shear keys, bolted shear connections adopted in steel-concrete
composite beams or bridges provide the advantages of improved construction efficiency and …

Study of the behavior and resistance of right-angle truss shear connector for composite steel concrete beams

JM Lima, LM Bezerra, J Bonilla, WCS Barbosa - Engineering Structures, 2022 - Elsevier
Abstract The Right-Angle Truss connector is a newly developed shear connector that
features efficient structural behavior and low manufacturing and installation cost. However …

Numerical study of the behavior of friction-grip bolted shear connectors in composite beams with cold-formed steel sections

M Shakarami, M Zeynalian, A Ataei - Thin-Walled Structures, 2023 - Elsevier
The concurrent use of concrete slab, and cold-formed steel section as a composite beam
improves strength and stiffness, thus preventing local and lateral buckling of the beam. The …

Residual mechanical properties of composite beams with PBL connectors under fatigue loads

Y Xu, X Liu, B Wang, X Yi - Structures, 2023 - Elsevier
Experimental and theoretical calculation approaches were used to explore the residual
mechanical properties of steel–concrete composite beams with Perfobond rib shear (PBL) …

Flexural performance of prefabricated composite beams with grouped bolt shear connectors under positive bending moments

T Yang, X Zhou, Y Liu - Engineering Structures, 2023 - Elsevier
Four prefabricated steel–concrete composite beams (PSCCBs) with grouped bolt shear
connectors were designed and tested to investigate their flexural performance under …