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- W3014047337 abstract "The prime objective of this research is to investigate and evaluate the profound enhancement in performance of modified push-out segments, simulating the steel-concrete-steel sandwich construction, when the two ends each through depth stud are welded as a replacement of threaded-tightened technique. Three push-out segments each comprising a concrete slab sandwiched between two steel tubes and interconnected by stud along the whole thickness of the concrete slab and welded to both steel tubes, were examined to be more compatible than the standard test in representing the double-skin beams. The segments were tested under the effects of changing the shear connectors cross-sectional areas, and the ultimate shear resistance, associated slip, shear stiffness, and the energy absorbability were determined. Afterward, a comparison in the upto failure performance and values of the three specified mechanical properties is made, from which the privilege of the welding technique of the two stud ends, over the competitive threaded-tightened technique has been verified." @default.
- W3014047337 created "2020-04-03" @default.
- W3014047337 creator A5044471370 @default.
- W3014047337 creator A5081693251 @default.
- W3014047337 date "2020-01-01" @default.
- W3014047337 modified "2023-10-18" @default.
- W3014047337 title "Comparative performances of modified push-out segments with through-depth two-end welded and thread-tightened stud shear connectors" @default.
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- W3014047337 doi "https://doi.org/10.1063/5.0000306" @default.
- W3014047337 hasPublicationYear "2020" @default.
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