Results 281 to 290 of about 2,087,240 (340)
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Flexural properties of new cold-formed thin-walled steel and concrete composite slabs

, 2020
This paper presents a new type of steel and concrete composite slab, which is composed of cold-formed thin-walled steel C-sections, bars, concrete and polystyrene foam panels.
W. Qiao   +4 more
semanticscholar   +1 more source

Quenching of a composite slab

International Communications in Heat and Mass Transfer, 1994
Abstract A solution by the Wiener-Hopf technique is derived for a model which describes quenching of a composite, infinitely long slab, including an imperfect contant between the laminates. On the wetted side upstream of the quench front a constant heat transfer coefficient is assumed, whereas the dry downstream region is supposed to be adiabatic ...
openaire   +1 more source

Numerical study of the behavior of bolted shear connectors in composite slabs with steel deck

, 2020
Nowadays, conventional shear connectors used in the composite slab with steel deck are welded headed shear studs. If the structure reaches the end of its design life, repairing these connectors will cost a lot and cause significant environmental damage ...
P. A. Langarudi, M. Ebrahimnejad
semanticscholar   +1 more source

Long span composite slabs

1986
In this paper specific design aspects of long span composite slabs, with deep steel sections and relatively small ribs, are discussed. Results are given of a numerical study on the rotational capacity of such sections, leading to conclusions on the applicability of plastic analysis.
openaire   +2 more sources

Cooling of a composite slab

Applied Scientific Research, 1986
A mixed boundary value problem associated with the diffusion equation, that involves the physical problem of cooling of an infinite parallel- sided composite slab, is solved completely by using the Wiener-Hopf technique. An analytical expression is derived for the sputtering temperature at the quench front being created by a cold fluid moving on the ...
openaire   +1 more source

Fatigue Experiments on Composite Slab Floors

Journal of the Structural Division, 1979
Composite slabs consisting of cold-formed light-gage steel sheets and normal or lightweight concrete have been used extensively under static loading conditions but are generally not used under heavy moving loads. Preliminary tests indicated a favorable response when these composite slabs were subjected to repreated loadings.
Murray C. Temple, George Abdel-Sayed
openaire   +1 more source

An insight into eurocode 4 design rules for thermal behaviour of composite slabs

, 2020
Closed-form calculation rules for thermal responses of composite slabs with profiled steel decking are provided in EC4, which are only applicable to a specified range of slab geometries available in the 1990s and are unchanged for two decades. This paper
Jian Jiang   +4 more
semanticscholar   +1 more source

Environmental Slab Compositions in Clay

2023
The objective of this study was to create environmental ceramic compositions using variations of two basic shapes, circular and linear (oblong).
openaire   +1 more source

Longitudinal shear resistance of composite slabs

Proceedings of the Institution of Civil Engineers - Structures and Buildings, 2014
Composite slabs using cold-formed profiled steel sheeting are widely used in multi-storey steel-framed buildings. This paper presents the results from a comprehensive test programme that considers the longitudinal shear resistance of composite slabs with two types of trapezoidal profiled sheeting, where the only parameter that was varied was the yield
Stephen James Hicks   +2 more
openaire   +1 more source

Transient temperature response of composite slabs

International Journal of Heat and Mass Transfer, 1974
Abstract The general differential equations for unsteady uni-dimensional heat conduction in composite slabs were solved numerically by using the finite element method under the boundary conditions including the contact resistance between the layers. The numerical results of transient temperature response agreed well with the analytical solution for ...
S. Sugiyama, M. Nishimura, H. Watanabe
openaire   +1 more source

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