Ara
Toplam kayıt 26, listelenen: 21-26
Flexural Behavior and Strength of Reinforced Concrete Beams with Multiple Transverse Openings
(Amer Concrete Inst, 2014)
Reported are the results of experiments on 10 rectangular reinforced concrete (RC) beams with and without multiple web openings. The effects of opening geometry, the-use of longitudinal stirrups in the posts between the ...
Strengthening of RC T-beams with perforated steel plates
(Ice Publishing, 2013)
The study investigates the flexural behaviour and ductilities of reinforced concrete (RC) T-beams strengthened with perforated steel plates. A total of eight full-scale RC T-beams were tested. Three strengthened beams and ...
Effect of shrinkage restraint on deflections of reinforced self-compacting concrete beams
(Korean Society Of Civil Engineers-Ksce, 2013)
This paper presents the results of a study aimed at investigating the effects of restrained shrinkage on the in-plane deflection behavior of reinforced beams cast with self-compacting concrete. The load-deflection data ...
Flexural behavior of RC beams with regular square or circular web openings
(Elsevier Sci Ltd, 2013)
This paper presents a study aimed at investigating the influence of multiple web openings along the length of an RC beam on its flexural behavior. A total of nine rectangular beams were tested. Diagonal reinforcement around ...
A numerical and analytical study on distortional buckling of doubly-symmetric steel I-beams
(Elsevier Sci Ltd, 2012)
This study investigates the effect of web distortions in a lateral distortional buckling mode on the buckling moments of doubly-symmetric steel I-beams. Analytical buckling moment expressions applicable to both elastic and ...
Strengthening of reinforced concrete beams with epoxy-bonded perforated steel plates
(Techno-Press, 2012)
Although being one of the most popular strengthening techniques in reinforced concrete beams, the use of steel plates bonded to the soffit raises problems of ductility. This study aims at investigating the influence of the ...