Results 1 to 10 of about 290 (104)

Shear and Punching Capacity Predictions for One-Way Slabs under Concentrated Loads Considering the Transition between Failure Mechanisms

open access: yesBuildings, 2023
Reinforced concrete one-way slabs under concentrated loads can develop different shear failure mechanisms: as wide beams in one-way shear, punching shear around the load or a mixed mode between them. Until now, most publications presented recommendations
Alex Micael Dantas de Sousa   +2 more
doaj   +3 more sources

Calculation models of slabs with one-way connections

open access: yesВестник Дагестанского государственного технического университета: Технические науки
Objective. The aim of the study is to determine the performance characteristics of plate structures with one-sided connections. The paper considers issues that allow constructing calculation models of slabs on discrete supports and solid arrays with one ...
A. K. Yusupov   +2 more
doaj   +2 more sources

Performance of FRP-Upgraded RC One-Way Ribbed Slabs with an Opening in Flexure Zone

open access: yesBuildings, 2023
Reinforced concrete (RC) one-way ribbed slabs serve as a prevalent flooring solution in the Middle East. In this region, the occurrence of openings within these slabs is frequent, particularly when making modifications to existing buildings.
Amjad Al Kallas   +4 more
doaj   +3 more sources

Behavior of one-way reinforced concrete slabs subjected to fire

open access: yesAlexandria Engineering Journal, 2013
A finite difference analysis was performed to investigate the behavior of one-way reinforced concrete slabs exposed to fire. The objective of the study was to investigate the fire resistance and the fire risk after extinguishing the fire.
Said M. Allam   +2 more
doaj   +2 more sources

Slab-beam Interaction in One-way Floor Systems

open access: yesJournal of Engineering, 2018
This study focuses on the slab-beam interaction in one-way systems. In the context of this study, slab-beam interaction means how beam deflection can affect moment distribution in one-way slabs.
Salah Rohaima Al-Zaidee
doaj   +3 more sources

Load tests of one-way precast slabs.

open access: yesRevista Tecnologia, 2009
The present text does not intend to present to the scientific community a guide for the accomplishment of load tests. Its intention is merely to provide an overview of this subject for engineers, precast concrete manufacturers and constructors ...
Ernani Mendes Nobre
doaj   +1 more source

Behavior of One-Way Concrete Slabs Reinforced with GFRP Bars

open access: yesJournal of Asian Architecture and Building Engineering, 2012
The replacement of conventional steel reinforcement with fiber-reinforced polymer (FRP) bars was investigated previously to overcome the problem of steel reinforcement corrosion and structural dete...
Chang, Kugkwan, Seo, Daewon
exaly   +3 more sources

Textile-Reinforced Mortar (TRM) Strengthened One-Way Reinforced Concrete Slabs [PDF]

open access: yesTikrit Journal of Engineering Sciences, 2021
The issue of upgrading and strengthening the reinforced concrete (RC) infrastructure has become of great importance. Recently, textile-reinforced mortar (TRM) was used in the field of structural strengthening. In the current study, using of TRM for
Amenah S. Dheyab, Saad M. Raoof
doaj   +3 more sources

Recommendations to assess the shear and punching capacity of one-way slabs under concentrated loads according to the ABNT NBR 6118:2014 [PDF]

open access: yesRevista IBRACON de Estruturas e Materiais, 2023
This study describes a set of recommendations to improve the precision of shear and punching shear capacity predictions for one-way slabs under concentrated loads, regardless of the governing failure mechanism, using the ABNT NBR 6118:2014 code ...
Alex Micael Dantas de Sousa   +4 more
doaj   +1 more source

Enhancing the Behavior of R.C. Continuous-Defected Slabs Using Strain-Hardening Cementitious Composites (SHCC) [PDF]

open access: yesJournal of Engineering Research - Egypt, 2023
Defected continuous slabs resulting from mistakes in the position of upper reinforcement over their intersection with beams can be repaired with many alternatives.
‪mahmoud Abdelaziz   +3 more
doaj   +1 more source

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