[HTML][HTML] Shear performance of prefabricated steel Ultra-High-Performance Concrete (UHPC) composite beams under combined tensile and shear loads: single …

G Wang, B Xian, F Ma, S Fang - Buildings, 2024 - mdpi.com
Ultra-high-performance concrete (UHPC) is widely used in precast concrete-steel composite
beams because of its beneficial properties, including reduced structural weight, higher …

Behaviour of large-diameter high-strength bolted shear connections for prefabricated composite beams

Y Ding, KF Chung, CC Tong, XD Wang, XH Zhou… - Engineering …, 2025 - Elsevier
This paper presents an experimental investigation into the structural behaviour of a new
proposed shear connection incorporating high-strength large-diameter steel bolts in …

Numerical assessment of effective width in steel-concrete composite box girder bridges with partial interaction

RS Nicoletti, A Rossi, ASC de Souza, CH Martins - Engineering Structures, 2021 - Elsevier
This present paper aims to analyze numerically, through the Abaqus® software, the
influence of the interaction degree (partial or total) on the effective width of steel-concrete …

[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 …

[HTML][HTML] Behavior of high-strength demountable bolted shear connectors in steel-concrete girders with prefabricated slabs

AS Fahmy, SM Swelem, MK Abdelaziz - Alexandria Engineering Journal, 2023 - Elsevier
Composite structures with prefabricated concrete slabs and bolted shear studs can enhance
the effectiveness and sustainability of construction. In this research, non-shrinkage cement …

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 …

Repetitive behavior of an advanced demountable bolted shear connection in push-off tests

W Wang, XD Zhang, J Chen, XL Zhou… - Construction and Building …, 2023 - Elsevier
Currently, the repetitive behavior of the advanced bolted shear connector embedded in non-
shrink self-compacting high strength pouring material (HPG) is unclear, restricting its …

Modelling of demountable steel-concrete composite connections: Validation of finite element model and parametric study

A Ataei - Journal of Constructional Steel Research, 2022 - Elsevier
A three-dimensional finite element modelling and parametric analysis of a composite
connection having prefabricated concrete slabs and preload bolted shear connectors are …

Study on shear behavior of multi-bolt connectors for prefabricated steel–concrete composite beams

W Wang, X Zhang, X Zhou, L Wu, H Zhu - Frontiers in materials, 2021 - frontiersin.org
Multi-bolt shear connectors (MBSCs), arranging bolts as a group in several rows, can be
applied in prefabricated steel–concrete composite beams or bridges (SCCBs) to reduce the …

Flexural behavior and design methodology for bamboo scrimber-aluminum plate composite beams

Y Sheng, D Tu, F Liao, Y Yang, C He, W Zhang… - Engineering …, 2023 - Elsevier
This paper presents a study on the flexural behavior of twelve bamboo scrimber-aluminum
plate composite beam specimens. The research investigates the effects of aluminum plate …