Results 31 to 40 of about 6,315 (189)
Fuzzy-Based Approach to Predict the Performance of Shear Connectors in Composite Structures [PDF]
Journal of Soft Computing in Civil Engineering, 2019 Shear connectors in steel-concrete composite frames are essential elements to transfer the shear between steel and concrete. Several parameters must be considered in predicting the strength of these connectors.
Seyed Meisam Kalantari +2 more
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Testing of continuous shear connector
IOP Conference Series: Materials Science and Engineering, 2020 Abstract Composite steel-concrete bridges are one of the most recent additions to the bridge science. By joining the two of the most commonly used materials it is possible to use their strengths combined. This was firstly presented for composite ceilings. It was assembled by encasing the whole I-beams into the concrete deck. Nowadays, it
P Vaňová, V Kvočák
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GFRP Connectors as Shear Friction Reinforcement for Concrete Composite Elements [PDF]
, 2023 The junction of composite concrete elements is subjected to horizontal shear. Therefore, shear connectors are utilized at the interface to maintain their integrity.
El-Salakawy, E., Aljada, B.
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Behaviour and Strength of Headed Shear Stud Connectors [PDF]
, 2013 Headed stud shear connectors are commonly used to transfer longitudinal shear forces across the steel-concrete interface in composite structures. This paper is focused on the experimental and numerical study on the behaviour of this type of connectors ...
Abdelhamid Bouchair +3 more
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Structural Performance of Shear Connectors
, 2023 The top flange of steel composite bridge girders are furnished with a shear connector, which is a steel projection that facilitates the necessary shear transfer between the steel girder and concrete slab to permit composite action. Shear connectors are essential for building solid connection points that withstand shear loading. The shear connectors are
Thomson, Felix, Jikhil Joseph
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Effective resistance of demountable shear connectors [PDF]
, 2021 peer reviewedSteel-concrete composite construction is structurally efficient but is impossible to dismount where the floor slab is permanently connected to the steel beams through traditional welded studs. This contradicts the reuse and reduce aspects of
A. Kozma, J. Yang, C. Odenbreit
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Journal of the Mechanical Behavior of Materials, 2022 Using the ABAQUS software, this article presents a numerical investigation on the effects of various stud distributions on the behavior of composite beams.
Ali Yasar Ameer +7 more
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Parametric study of I-shaped shear connectors with different orientations in push-out test
Fracture and Structural Integrity, 2021 A great deal of research has been conducted to improve the understanding of the behavior of new types of shear connectors. This article presents the study of I-shaped connectors behavior under monotonic load welded in four different orientations in order
Farid Boursas, Djamel Boutagouga
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Research on the Elastic Stiffness of Stud–PBL Composite Shear Connectors in Composite Bridge Pylons
BuildingsThe application of steel–concrete composite structures in the pylons of long-span cable-stayed bridges can effectively address the issue of insufficient structural stiffness.
Qinhe Li +4 more
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Experimental and Numerical Study on Shear Resistance of Notched Perfobond Shear Connector [PDF]
Materials, 2019 In steel and concrete composite bridges, it is difficult to perforate the reinforcing bars through the circular holes of conventional perfobond shear connectors with multi-ribs. To ease the installation of perforating rebars, an alternative notched perfobond shear connector was proposed by cutting out the edge of the circular hole.
Zheng, Liu, Liu, Zhao
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