Results 241 to 250 of about 586,736 (276)

Composite Action Without Shear Connectors

Engineering Journal, 1974
In composite construction of building floor slabs, the common method for transferring shear stresses from the concrete slab to the steel beam is to use stud shear connectors. An alternate method, which is seldom used, is to completely encase the steel beam in concrete.
James Watson, Richard O'Neil, Robert M. Barnoff, Edwin Mead   +3 more
openaire   +1 more source

Perfobond Shear Connector for Composite Construction

Engineering Journal, 2002
Composite construction produces stiffer, stronger sections by the efficient use of both steel and concrete. The desirable composite action, however, is not possible unless adequate shear transfer at the steel member-concrete interface is provided. During the last several decades, several types of shear connectors have been developed to insure this ...
Sara B. Medberry, Bahram M. Shahrooz
openaire   +1 more source

Load capacity of perforated shear connector

Pollack Periodica, 2006
Several types of economical and effective connectors are commonly used for composite steel and concrete beams at present. Perforated shear connector has been developed during last two decades and have become popular due to their advantageous properties.
Peter, CHROMIAK, Jiri, STUDNICKA
openaire   +2 more sources

Resistance of stud shear connectors to fatigue

Journal of Constructional Steel Research, 2000
Abstract The three relationships that have been proposed for use in design for fatigue of shear connectors in composite beams are compared, with reference to all relevant test data on welded stud connectors. Statistical analyses of these data are presented.
openaire   +1 more source

Shear Performance of Assembled Shear Connectors for Timber–Concrete Composite Beams

Construction and Building Materials, 2022
Henan Zhang, Zhibin Ling
exaly  

Effect of Shear Connector Height on the Shear Performance of Y-shaped Connectors in Steel–Concrete Composite Beams

This paper investigates the influence of connector height on the shear behavior of Y-shaped shear connectors in steel–concrete composite beams. A three-dimensional nonlinear finite element (FE) model was developed using ABAQUS 6.14 to simulate push-out tests.
davami, maede, mirza goltabar roshan, alireza, Tavakoli, Hamidreza   +2 more
openaire   +1 more source

Mechanical shear connectors

1999
Derick J. Oehlers, Mark A. Bradford
openaire   +1 more source

Experimental and Analytical Investigation on Shear Mechanism of Steel-UHPC Composite T-Perfobond Shear Connectors

Engineering Structures, 2023
Yafei Ma, Anyin Peng
exaly  

Behavior of Rubber-Sleeved Stud Shear Connectors Under Fatigue Loading

Construction and Building Materials, 2020
Xiaoqing Xu, Yuqing Liu, Xuhong Zhou
exaly  

Comparison of Behaviour Between Channel and Angle Shear Connectors Under Monotonic and Fully Reversed Cyclic Loading

Construction and Building Materials, 2013
Meldi Suhatril, N H Ramli Sulong
exaly