Results 11 to 20 of about 21,052,493 (282)

Influence of the longitudinal reinforcement on the shear strength of one-way concrete slabs [PDF]

open access: yesMaterials and Structures, 2014
The final publication is available at Springer via http://dx.doi.org/10.1617/s11527-014-0340 ...
Gurutzeaga Zubillaga, Mikel   +4 more
openaire   +5 more sources

Shear Strength of One-Way Slabs Subjected to Concentrated Loads [PDF]

open access: yesCivil Engineering Journal
Reinforced concrete (RC) one-way slabs without transverse reinforcement are found extensively in bridge constructions. In the presence of concentrated loads (CLs) close to the supports, the shear strength (SS) of such slabs is usually determined using design expressions provided by the codes of practice that were derived originally from tests performed
Ahmed F. Al-Bayati   +2 more
openaire   +2 more sources

Punching shear strength of steel fibre reinforced lightweight concrete slabs. [PDF]

open access: yes, 1981
One of the problems in slab-column connections is the punching shear failure at over loads. Such failures are sudden and catastrophic, and are undesirable since they do not allow an overall yield mechanism to ...
Theodorakopoulos, Dimitrios D.
core   +6 more sources

Development of Multi-Tee-Type Precast Concrete Slabs with Insulating Materials for Structural Safety at the Construction Stage

open access: yesApplied Sciences, 2021
Multi-tee-type precast concrete (PC) slab systems are widely used for the construction of modular high-load long-span buildings. However, the structural safety of the dapped end is uncertain, owing to the unanchored shear reinforcement at the ...
Jang-Woon Baek, Su-Min Kang
doaj   +1 more source

Textile Types, Number of Layers and Wrapping Types Effect on Shear Strengthening of Reinforced Concrete Beams with Textile-Reinforced Mortar versus Carbon-Fiber-Reinforced Polymer

open access: yesBuildings, 2023
In the scope of this study, the strengthening of reinforced concrete beams against to shear with different types of composite materials was investigated experimentally.
Mahmut Cem Yılmaz
doaj   +1 more source

Experimental study of shear-key equipped pile to grout connection under cyclic loading [PDF]

open access: yesE3S Web of Conferences, 2019
A technical solution for tidal turbine foundation in granite seabed consists of grouted steel piles. The piles would be subjected to cyclic loading due to the severe service conditions.
Silva Matías   +3 more
doaj   +1 more source

Punching strength of RC slabs with asymmetric point loads

open access: yesActa Scientiarum: Technology, 2016
This paper presents results of tests on 18 one-way reinforced concrete slabs under point loads having as main variable the transverse flexural reinforcement ratio, the loading position and the width of the slab. The response of the slabs is described and
Mauricio de Pina Ferreira   +4 more
doaj   +1 more source

Shear Performance Analysis of One-way Hollow Slab According to Shear Reinforcement

open access: yesJournal of the Korea institute for structural maintenance and inspection, 2014
Hollow slab is a floor system which reduces the load of vertical structural members and earthquake load by decreasing self-weight of slab. Although hollow slab can reduce self-weight of slab remarkably, flexural strength and shear strength reduce due to the hollow section inside the slab, so it is very important to predict structural behavior. In spite
Sung-Wook Yoon   +3 more
openaire   +1 more source

Shear instabilities in shallow-water magnetohydrodynamics [PDF]

open access: yes, 2013
The interaction of horizontal shear flows and magnetic fields in stably stratified layers is central to many problems in astrophysical fluid dynamics.
Mak, Julian
core   +6 more sources

Shear viscosity and nonlinear behaviour of whole blood under large amplitude oscillatory shear [PDF]

open access: yes, 2013
We investigated experimentally the rheological behavior of whole human blood subjected to large amplitude oscillatory shear under strain control to assess its nonlinear viscoelastic response.
Sousa, P.C.   +13 more
core   +4 more sources

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