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448.411  Articles
1 of 44.842 pages  |  10  records  |  more records»
In this work, the behaviour of stud shear connectors in composite structures is studied, starting from the via numeric simulation of the push out test in a steel beam – with solid concrete slab concrete section is studied. The study considers material non... see more

In this work, the behaviour of stud shear connectors in composite structures is studied, starting from the via numeric simulation of the push out test in a steel beam – with solid concrete slab concrete section is studied. The study considers material non... see more

To investigate the behaviour of composite action with various shear connectors, push-out tests were performed for eight specimens. Test parameters includes are type of shear connector (headed stud connector and channel connector), number of connectors (on... see more

To investigate the behaviour of composite action with various shear connectors, push-out tests were performed for eight specimens. Test parameters includes are type of shear connector (headed stud connector and channel connector), number of connectors (on... see more

This work presents an FE study concerning the prediction of the shearresistance of headed stud connectors in composite beams with profiledsteel sheeting subjected to static load. To confirm the FE simulation forthe determination of the shear resistance of... see more

Experimental and numerical research has been conducted to investigate the role of using angle shear connectors as a replacement of headed stud (HS) on the performance of the composite beams under the effect of the negative bending moment (NBM). The replac... see more

Owing to the natural defects of wood, structural timber is currently used with conservative safety factors. This study investigates the use of Carbon Fiber Reinforced Polymer (CFRP) for improving the strength of structural timber. Four flexural test stage... see more

THIS PAPER INVESTIGATES THE BEHAVIOR OF A NEW FORM OF V-SHAPED SHEAR CONNECTOR. THE CONNECTOR'S DEVELOPED SHAPE IS PROPOSED AS AN ECONOMICAL, EASILY PRODUCED ALTERNATIVE TO DIFFERENT TYPES OF SHEAR CONNECTORS, SUCH AS HEADED STUDS, CHANNEL SHEAR CONNECTOR... see more

In this research, aimed to study the behavior of simply supported steel concrete composite beams with normal and high compressive strength of the concrete slab under the action of a span mid-point external load. The steel I-section beam is located at the ... see more

1 of 44.842 pages  |  10  records  |  more records»