Metals, 2020 The current experimental study consists of part of an extensive and ongoing research on bond behavior of RC elements damaged by corrosion, focusing on stirrups spacing effect on bonding.
Konstantinos Koulouris +1 more
exaly +3 more sources
Torsional strength and deformation characteristics of HSC deep beams reinforced with cross-inclined stirrups [PDF]
Scientific ReportsThe findings of this paper provide essential knowledge for the effective and economical design of deep beams subjected to pure torsion. As a result, this paper studies the torsional behavior of nine high-strength concrete (HSC) deep beams reinforced by ...
Rehab Fawzi +2 more
doaj +2 more sources
NUMERICAL STUDY OF CONCRETE DEEP BEAMS REINFORCED BY INCLINED WEB STIRRUPS [PDF]
JES: Journal of Engineering Sciences, 2022 A numerical investigation is presented in this study to describe the effect of inclined stirrups on the shear behavior for reinforced concrete deep beams. This study was exceeded by two steps as a part of verification and parametric study.
Ahmed Drar, Khaled Samie
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Effect of stirrup type on shear capacity of reinforced concrete members with circular cross section [PDF]
E3S Web of Conferences, 2020 An experimental study of shear behaviour of reinforced concrete members with solid circular cross sections is presented. The test variables were ratio of longitudinal reinforcement and type of stirrups. The test was carried out on nine beams. Three beams
Hartati Dewi Sri +3 more
doaj +1 more source
Prediction of Interface Shear Strength of Heat Damaged Shear-keys using Nonlinear Finite Element Analysis [PDF]
Journal of Applied and Computational Mechanics, 2023 Push-off samples are simulated using nonlinear finite element analysis (NLFEA) to evaluate the effects of increased temperatures on the interface shear strength.
Rajai Z. Al-Rousan +1 more
doaj +1 more source
Torsional behavior of solid and hollow concrete beams reinforced with inclined spirals
Journal of King Saud University: Engineering Sciences, 2022 Enhancing the torsional capacity of reinforced concrete (RC) beams while maintaining reasonably economic and efficient cross-sections poses a practical challenge in the design of such elements. Thus, developing and testing economically viable reinforcing
Ahmed Ibrahim +2 more
doaj +1 more source
Numerical study for the effect of hairpin shaped shear reinforcement on one-way shear capacity of reinforced concrete beams [PDF]
MATEC Web of Conferences, 2019 This study investigates the effectiveness of using Hairpin shaped stirrups to increase the shear capacity of beams and slabs. The hairpin system consists of inverted U-shape stirrups welded to flexural corner rebar.
Elmoussa Baraa, Temsah Yehya, Jahami Ali
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Optimum Position of Shear Reinforcement of High-Strength Reinforced Concrete Beams [PDF]
Engineering and Technology Journal, 2013 This paper reports experimental data on the behavior and strength of high-strength concrete slender beams reinforced with vertical shear reinforcement. Tests were conducted on ten reinforced concrete beams with stirrups in different positions using high ...
Omar Qarani Aziz +1 more
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Вестник археологии, антропологии и этнографии, 2020 The article presents two previously unknown stirrups from the collections of the Krasnoyarsk Regional Mu-seum of Local Lore and the Minusinsk Regional Museum of N.M. Martyanov.
N.N. Seregin +2 more
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La diffusion des techniques le long des Routes de la soie du 8e au 13e siècle
Cahiers d’histoire, 2021 This article studies two cases of technical diffusion: the origin and diffusion of stirrups in Eurasia and the diffusion of the Chinese postal system by the Mongols.
Didier Gazagnadou
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