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Research on the Shear Behaviour of Composite Shear Connectors

open access: yesBuildings, 2022
In order to make full use of the advantages of welded stud and perfobond rib shear connectors, a new type of composite shear connector is proposed. Studs are welded to the perforated steel plate of the PBL connectors.
Chengfeng Xue   +5 more
doaj   +3 more sources

Behavior of Tilted Angle Shear Connectors. [PDF]

open access: yesPLoS ONE, 2015
According to recent researches, angle shear connectors are appropriate to transfer longitudinal shear forces across the steel-concrete interface. Angle steel profile has been used in different positions as L-shaped or C-shaped shear connectors.
Koosha Khorramian   +3 more
doaj   +6 more sources

Shear Capacity of C-Shaped and L-Shaped Angle Shear Connectors. [PDF]

open access: yesPLoS ONE, 2016
This paper investigates the behaviour of C-shaped and L-shaped angle shear connectors embedded in solid concrete slabs. An effective finite element model is proposed to simulate the push out tests of these shear connectors that encompass nonlinear ...
Farzad Tahmasbi   +4 more
doaj   +6 more sources

Experimental study on the bearing capacity of PZ shape composite dowel shear connectors with elliptical holes [PDF]

open access: yesScientific Reports, 2022
The push-out test was carried out in order to study the shear performance of perfobond ribs (PBL) and puzzle (PZ) shape composite dowel shear connectors which are used in corrugated steel–concrete composite bridge decks.
Pingming Huang   +4 more
doaj   +2 more sources

Ensemble machine learning-based sensitivity and parametric assessment of headed stud shear connectors behavior in composite construction [PDF]

open access: yesScientific Reports
Indeed, understanding the behavior of headed stud shear connectors in composite steel and concrete construction is essential for ensuring structural integrity and optimal performance.
Ahed Habib   +6 more
doaj   +2 more sources

Performance of angle shear connectors for U-shaped steel concrete infilled composite beams [PDF]

open access: yesHeliyon
The current design codes i.e. AISC 360-16, CSA-S16-19, EC-04 etc. provide empirical relationships to estimate the capacity of shear connectors which were developed based on pushout tests of headed studs and channels connectors in exposed type sections ...
Muhammad Haroon   +4 more
doaj   +2 more sources

The Effect of Adding Shear Connectors to the Composite Slabs with Different Geometry of Profile Steel Sheet

open access: yesDiyala Journal of Engineering Sciences, 2021
The aim of this research is to investigate experimentally the effect of adding shear connectors to the composite deck slabs which have various geometries of steel sheeting.
Ibrahim Abbas   +2 more
doaj   +1 more source

Experimental research and numerical analysis of shearing resistance in steel-concrete composite beam connectors

open access: yesCase Studies in Construction Materials, 2022
Shear connectors are an essential part of steel-concrete composite beams and play a vital role in steel-concrete composite beams. Many failures are caused by unreliable connections, resulting in many casualties, property losses, or both.
Shaochun Ma, Yuanyuan Lou, Peng Bao
doaj   +1 more source

Finite element analysis of bolt shear connection of steel-concrete composite structure [PDF]

open access: yesE3S Web of Conferences, 2020
Bolted shear connectors are an important component to ensure that steel-concrete composite structures can work together. High-strength bolt shear connectors can replace traditional stud connectors because of their disassembly, good mechanical performance
Pan Zhishun
doaj   +1 more source

Analytical model for the load-slip relationship of bearing-shear connectors

open access: yesFrontiers in Materials, 2023
The shear behavior of shear connectors in steel-concrete composite structures mainly depends on its load-slip relationship. The load-slip relationship not only reflects the shear capacity and slip capacity of the shear connectors, but also the ...
Fengjiang Qin   +5 more
doaj   +1 more source

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