Results 101 to 110 of about 6,315 (189)
Numerical study on innovative demountable shear connectors subject to combined shear and axial tension [PDF]
Steel-concrete composite construction is a widely-spread construction technique due to the ability of the elements to complement each other's strengths.
Varsani, Harshad (S34201) +1 more
core
In general, a steel beam is connected to a concrete slab using shear connectors, forming a composite beam. This composite action shifts the neutral axis under bending, resulting in a buckling behavior that differs from that of a bare steel beam. Moreover,
Atsushi Suzuki +3 more
doaj +1 more source
Current research on the stress mechanisms of composite connectors within steel–concrete structures of bridge towers is sparse, and there is a lack of established experimental methods and finite element modeling techniques for studying these mechanisms ...
Yunwei Du +4 more
doaj +1 more source
Unwelded shear connectors in composite steel and concrete structures [PDF]
In this study the behaviour of five different types of shear connectors was first investigated. These connectors were shot-fired threaded studs, shot-fired nails, angle bracket shears connectors, self-drilling, self-tapping screws and the self-tapping ...
El-Shihy, Ashraf Mohamed Abd El-Hamid
core
Ductility of different types of shear connectors – experimental and numerical analysis [PDF]
Different types of shear connectors, which are used for achievement of steel-concrete composite action, have been developed during decades. Their suitability for various range of structures and loadings is determined by shear resistance, ductility of ...
Milosavljević, Branko +4 more
core
Study on shear performance of discontinuous PBL connectors with double holes
Discontinuous perfobond rib shear (PBL) connectors can be applied to fabricated steel-concrete composite beams. In this paper, six push-out specimens were designed to explore the shear performance of PBL under static and repeated loads.
Wang-Wang Li +6 more
doaj +1 more source
Static and Fatigue Behavior of Rubber-Sleeved Stud Shear Connectors as Part of Field-Cast Ultra-High Performance Concrete Connections. [PDF]
Zhang Z, Xu X.
europepmc +1 more source
This study presents the experimental results of double shear tests obtained on timber–concrete connection systems. We evaluated the influence of factors such as the shape and diameter of the connector, grade of steel, and wood species on the mechanical ...
Mario Ndjoya Rostand +5 more
doaj +1 more source
Design Method for Combined Shear Connectors in Steel-UHPC Composite Beams. [PDF]
Ding J, Gao T, Zhu J.
europepmc +1 more source
Structural Behavior and Failure Characteristics of Fiber-Reinforced Polymer-Concrete Composite Beams Incorporating Glass Roving Tied GFRP Shear Connectors. [PDF]
Mehra AS, Singh SB, Kodur V.
europepmc +1 more source

