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Flexural capacity of one-way GFRP concrete slabs
Proceedings of the Institution of Civil Engineers - Construction Materials, 2011The objective of the reported study was to investigate and evaluate the behaviour of one-way concrete slabs reinforced with glass-fibre-reinforced polymer (GFRP) rebars under distributed and line loads. A fibre-reinforced polymer (FRP) composite made with resin-impregnated continuous fibres is considered a promising alternative to traditional steel ...
Ehab M. Lotfy +2 more
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Residual Safety in One-Way Slabs with Severe Corrosion
2020There are numerous cases of slabs with corrosion in their joists, in which the constructive elements that rest on them do not show remarkable damage. Sometimes, even with all the lower reinforcement corroded in all the joists, there is no alarming cracking in flooring or partition walls.
Jose Vercher +3 more
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One-Way Reinforced Concrete Slabs
1998The simplest routine structural element for illustration of design provisions in the Code is the one-way slab. A one-way slab is defined for purposes of this book as a flexural member with depth small relative to other dimensions, supporting (gravity) loads applied normal to and directly over its surface, spanning in one direction between parallel ...
Edward S. Hoffman +2 more
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Rectangular Beams and One-Way Slabs
2016This chapter covers the analysis (checking the strength) and the design (sizing the concrete and steel) of reinforced concrete beams and slabs that span primarily one way.
Mehdi Setareh, Robert Darvas
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Crack Control in Beams and One-Way Slabs
Journal of the Korea Concrete Institute, 2012The KCI Building Code (2003 and 2007) provisions to control flexural cracking in beams and one-way slabs are discussed for related researches and the development of the provisions. Based on the basic ideas over the development of current provisions, possible problems with cracking control are identified and discussed for the remedies to fix the ...
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Compressive membrane action in RC one-way slabs
Engineering Structures, 2018Abstract The static boundary conditions of reinforced concrete members often prevent longitudinal expansion by way of friction, restraints, etc. This restraint to the longitudinal expansion of reinforced concrete members induces membrane stresses which can cause compressive membrane action (CMA), resulting in an increase in the structural capacities.
K. Thoma, F. Malisia
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Flexural Capacity evaluation of One-way Hollow Half Slab and General Hollow Slab
Journal of the Architectural Institute of Korea Structure and Construction, 2014Hollow slab and half slab are applied to many structures in accordance with increase of demand for high-rise buildings because of recent phenomenon of urban overcrowding. In case of using a hollow slab as flooring system, the weight of slab would be reduced so that economical construction could be possible. Using the half slab in floor system makes the
Sang-Wook Park +3 more
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Minimum Cost Selection of One-Way Slab Thickness
Journal of the Structural Division, 1975Considerable cost savings can result from the design of one-way reinforced concrete slabs, beams of constant width, and footings based on cost minimization techniques of flexural capacity. Equations for minimum cost slab depth are developed and a simple iterative method of their solution is presented.
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Compressive membrane action in reinforced concrete one-way slabs
Australian Journal of Structural Engineering, 2004The behaviour of reinforced concrete one-way slabs subjected to horizontal translational end restraint is described in this paper. The presence of the end restraint induces compressive membrane action in the slab, increasing its strength and stiffness above that calculated using flexural theory. The experimental component of this investigation involved
Hon, Alan +2 more
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Tests of One-Way Post-Tensioned Slabs With Unbonded Tendons
PCI Journal, 1978T provisions in the ACI Building Code (ACI 318-77)1 for prestressed concrete recognize a difference in the amount of mild steel required for ultimate strength and crack control between bonded and unbonded members. However, the ACI Code equations are based mainly on experience with and tests on beams with relatively low span/depth ratios compared to ...
Ned H. Burns +2 more
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