[PDF] Top 20 Experimental and analytical study of the shear transfer in composite shallow cellular floor beams

... of shear connection incorporating a dovetail-shaped cut on the web post with horizontal bars attached, as shown in Figure ...This shear connection is similar to the Crestbond rib shear connection, ... See full document

... (Ø16mm) shear connection could not be dissembled after the push-out tests, as the Ø16mm tie-bars did not fail and tied the concrete slabs firmly ...the shear connection with the characteristic of ... See full document

... Permanent repository link: http://openaccess.city.ac.uk/14018/ Link to published version: http://dx.doi.org/10.1016/j.jcsr.2013.05.007 Copyright and reuse: City Research Online aims to m[r] ... See full document

... from shallow flooring systems since the floor-to-floor height is a significant ...conventional composite beam is deeper than a reinforced concrete beam is a strong ...the floor using ... See full document

... these beams is to increase overall beam depth, the moment of inertia and section modulus, which results in greater strength and ...rigidity. Cellular beams are the castellated beams with ... See full document

... flexural shear and the critical shear ...high shear stress region and occur mostly at the ends of the beam between the support and loading area (Figure ...of shear cracks follows the ... See full document

... conventional composite floor beams or down stand composite beams, the thickness of the flanges increases with the increase in ...Ultra Shallow Floor Beam (USFB) is a new ... See full document

... the study is to determine the enhanced vertical shear capacity of composite perfo- rated beams where the concrete slab lies within the steel flanges, when compared to bare steel ...the ... See full document

... The tie-bar shear connectors demonstrated significant ductile behaviour when compared to the concrete-infill-only shear connector. Plastic deformations were observed pre and post ultimate load. Large amount ... See full document

... the experimental testing were used to evaluate the current design procedures and the assumptions made in the initial analytical ...mechanical shear connection to develop full composite action ... See full document

... City University London has developed City Research Online so that its users may access the research outputs of City University London's staff. Copyright © and Moral Rights for this paper are retained by the individual ... See full document

... or composite framed building in fire ...the shear buckling of beams in the vicinity of beam-to-column joints, is very prevalent under fire conditions, as shown in ...shows shear buckling from ... See full document

... or composite framed building in fire ...the shear buckling of beams in the vicinity of beam-to-column joints, is very prevalent under fire conditions, as shown in ...shows shear buckling from ... See full document

... the beams plotted in ...deep beams demonstrated a nearly linear response up to failure because the flexural reinforcement didn’t ...deep beams that strengthened with 45 angle of fibers respect to ... See full document

... modulus, shear modulus, and Poisson’s ratio are calculated for the beams by considering elastic and mass properties of glass fiber and epoxy resin ...of composite beam with cantilever ...the ... See full document

... repairing, beams were turned over and roughness equipment was used on the tension face to get a suitable face and have as much as possible fraction with the CFRP ... See full document

... [r] ... See full document

... In this thesis, work on problems is presented; one is the reliability analysis for beams bending, different to the resistances of composite aiming at calibrating factors formula differen[r] ... See full document

... of experimental investigation carried out in the past by many researchers with different ways of bonding between steel and concrete, an innovative study has been done in this project to understand the ... See full document

... bridge beams usually suffer the combined actions of flexure, shear and torsion, but no research about the behavior of U-shaped thin-walled RC beams under combined actions has been reported in ...RC ... See full document