Results 241 to 250 of about 73,516 (293)

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 ...
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Study on Composite Slab Structure

Applied Mechanics and Materials, 2012
About the concrete laminated slab of the research and the engineering application are summarized and prospected, including the classification, advantages and disadvantages of the laminated slab, the application and development of the laminated slab of recent advances at home and abroad, Summed-up the new prestressed laminated concrete slab structure ...
Ke Wei Ding, Yi Zhang
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Numerical Evaluation of Composite Slabs

2020
Composite slabs with steel decking are widely gaining popularity due to its structural and economic advantages over ordinary slabs. In composite slabs the concrete takes compressive stresses and the metal deck acts as a permanent reinforcement and takes the tensile stresses. Composite slabs provide better distribution of loads acting on floors which in
Ajma Mohan, Milu Mary Jacob
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Linear Heat Flow in a Composite Slab

Journal of the Aerospace Sciences, 1962
Summary: The temperature is determined as a function of position and time for the case of linear heat conduction in a composite slab of \(2, 3, 4\), or \(5\) layers in good thermal contact. The initial temperature throughout, and the two external surface temperatures are considered to be prescribed functions.
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Bamboo-concrete Composite Slabs

IABSE Congress Reports, 2012
<p>Bamboo is a natural material that is highly sustainable and has very favourable material properties, specifically high longitudinal strength and low density. This paper presents a new concept for the use of bamboo that specifically exploits its high tensile strength.
Guido Morgenthal, Hans-Georg Timmler
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Fire resistance of composite slabs

Journal of Constructional Steel Research, 1995
Abstract Composite slabs are slabs in which profiled steel sheeting acts as a permanent formwork and as reinforcement to the concrete placed on top. During fire the sheeting heats up and loses strength. However, tests have shown that due to the heat absorbed by the concrete, the performance is better than that of unprotected steel and that fire ...
Ralph Hamerlinck, Leen Twilt
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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).
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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
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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, Andrew Fawcett Pennington, Audsley Sarah Jones   +2 more
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The Ortho-Composite-Slab of the Elbebridge Wittenberge

IABSE Reports, 2014
<p> The main Bridge of the Elbebridge Wittenberge is a 3-span continuous beam steel bridge with a wave-like curved upper chord between the two carriageways. With spans of 126 - 160 - 126m and a slenderness of 32, the superstructure requires a light but fatigue resistant roadway slab.
Rolf Jung, Tobias Mansperger
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