Results 181 to 190 of about 28,809 (205)
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Composite Cold-Formed Steel-Concrete Beams
Journal of the Structural Division, 1982Experimental study was conducted at the University of Windsor and a composite beam system using soffits made of cold-formed steel channels was developed. The test results show good characteristics of these beams, especially with regard to their ultimate load carrying capacity and bond strength. The study shows that by replacing the standard reinforcing
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Engineering Structures, 2020
Abstract Torsional effects of a novel rebar stiffened U-shaped steel-concrete composite beam (RCUCB) system are discussed in this paper, based on a series of torsional experiments. The rebar truss is welded on the top varus flanges of the open steel U-section to enhance its stability; The inverted U-shaped rebar is furnished to enhance the integral ...
Yi Zhao +4 more
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Abstract Torsional effects of a novel rebar stiffened U-shaped steel-concrete composite beam (RCUCB) system are discussed in this paper, based on a series of torsional experiments. The rebar truss is welded on the top varus flanges of the open steel U-section to enhance its stability; The inverted U-shaped rebar is furnished to enhance the integral ...
Yi Zhao +4 more
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Flexural behavior of rebar truss stiffened cold-formed U-shaped steel-concrete composite beams
Journal of Constructional Steel Research, 2018Abstract This paper presents a new configuration of rebar truss stiffened cold-formed U-shaped steel-concrete composite beams (RCUCB), of which the upper opening part of the steel U-section is connected by a rebar truss so that the torsional stability can be enhanced.
Jiepeng Liu +4 more
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Abstract This paper presents a validated finite element approach for investigating the behaviour of demountable shear connections in composite floor systems, developed within the LWT‐FLOOR project at the Faculty of Civil Engineering in Zagreb.
Lukačević, Ivan +3 more
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Abstract This paper presents a validated finite element approach for investigating the behaviour of demountable shear connections in composite floor systems, developed within the LWT‐FLOOR project at the Faculty of Civil Engineering in Zagreb.
Lukačević, Ivan +3 more
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Abstract The paper presents a detailed experimental investigation on the behaviour of demountable shear connections within an LWT‐FLOOR composite floor. This study examines the mechanical behaviour of demountable bolted shear connection in an innovative composite system comprising of cold‐formed steel (CFS) girders and concrete slab ...
Lukačević, Ivan +3 more
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Abstract The paper presents a detailed experimental investigation on the behaviour of demountable shear connections within an LWT‐FLOOR composite floor. This study examines the mechanical behaviour of demountable bolted shear connection in an innovative composite system comprising of cold‐formed steel (CFS) girders and concrete slab ...
Lukačević, Ivan +3 more
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Structural Behaviour and Vibration Response of Continuous Cold-formed Steel-Concrete Composite Beams
The use of cold-formed steel (CFS) sections as a replacement for the conventional hot-rolled I-sections in composite floor systems has been gaining significant interest among structural engineers and researchers alike. This steel type possesses a number of advantages over hot-rolled steel sections such as higher strength-to-weight ratios ...openaire +1 more source
Experimental Investigationon the Behaviour of the Demountable Shear Connection in Cold-Formed Steel- Concrete Composite ...
Lukačević, Ivan +4 more
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Lukačević, Ivan +4 more
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Push-out tests on bolted shear connectors in composite cold-formed steel beams
Thin-Walled Structures, 2021Mehran Zeynalian, Maryam Daei
exaly