[PDF] Top 20 The resistances of stud shear connectors with profiled sheeting

... As push-out tests are the major method to study the behaviour of stud connectors in composite beams, the number of studs per specimen should reflect the minimum possible number per shear[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

... Wright [5] study this new type of construction for vertical load bearing system. The results suggesting that only the concrete capacity may be considered when designing for axial resistance of the walls with ... See full document

... The conventional construction and industrialize building system (IBS) mostly use normal reinforced concrete. This panel system is generally strong but has larger self-weight, not environmental friendly and longer ... See full document

... with profiled steel sheets considering the relation between ultimate moment carrying capacity of the section and tensile force resisted by the profile deck ... See full document

... the stud capacity in deep profiled ...of profiled sheeting and stud’ ...the stud capacities obtained from the parametric study in most ...the shear resistance of ... See full document

... Steel-concrete-composite buildings are formed by connecting the steel beams with concrete slab or profiled deck slab with the help of mechanical shear connectors so that slab and beam act as a single ... See full document

... of shear connectors and bracings ...of shear connectors. Stud shear connectors are used to take up the bond between sheet and ...of shear connectors between ... See full document

... Deformation of Ribs and Transverse Rebars of Stubby Y-Type Perfobond Rib Shear Connectors 231. Figures 9, 10, and 11 show the deformations of ribs and transverse rebars for SY-D13-M and[r] ... See full document

... of stud shear connector in composite structures and is compared with the conventional RCC ...the shear connectors plays a major role in composite ...of shear connector in plan irregular ... See full document

... For composite construction comprising thin gauge steel sheeting and concrete, the shear bond strength is much lower than for conventional reinforced concrete or composite hot rolled sect[r] ... See full document

... of stud connector in high strength concrete, An and Cederwall [8] conducted push-out tests to understand the strength of a stud depends on the concrete property with compressive strength of 100 ...the ... See full document

... non-symmetrical shear stud configuration (Configuration 3 for the W24x62 beam) which causes stress concentration at different locations of the beam flange; therefore, stress concentration at the ... See full document

... Sandwich panels used for claddings in the construction of industrial, commercial, and residential buildings that are usually mineral wool or polyurethane foam cored with steel sheet faces must as structural elements not ... See full document

... Fig. 1(a)shows the arrangement of the push tests specimen used to model FE model to determine the shear resistances and the load-slip behavior of HSFGB shear connectors in composite beam with ... See full document

... without shear connectors (circle, triangle,rectangle,square,ellipse and hexagon) using ...of shear connectors have also been included in this ... See full document

... the shear connectors. Various height, thickness and diameters of shear connector were used in the FEM simulations to study the influence of slenderness ratio and to find the optimum shear ... See full document

... The other possible causes of slab separation are the eccentricity of loading and tilting of the pushout specimen. These influences may exist due to several reasons, like imperfect positioning of the specimen under the ... See full document

... Timber joints connected with metal plates are considered a weak point in a structure exposed to fire} Several studies have been conducted on the properties of m[r] ... See full document

... An interesting study by Manalo et al. (2010) utilised sandwich beams with phenolic cores and glass fibre composite skins in a flatwise and edgewise position. Beams were constructed in two spans, 300 and 400 mm, and two ... See full document