Results 61 to 70 of about 1,036,400 (207)

Cyclic behaviour of GFRP-RC precast column-cap beam frame assembly: A finite element investigation [PDF]

open access: yes
The applications of glass fibre reinforced polymers (GFRPs) in reinforced concrete frames made up of precast elements have remained limited because of a limited understanding of their behaviour and the substantial challenges associated with testing large-
El-Naqeeb, M.H.   +11 more
core   +1 more source

Flexural Response of Reinforced Concrete Beams Strengthened with Near-Surface-Mounted Fe-Based Shape-Memory Alloy Strips

open access: yesInternational Journal of Concrete Structures and Materials, 2018
This paper proposes an advanced near-surface-mounted (NSM) technique with an Fe-based shape-memory alloy (Fe-SMA) strip which can solve issues of low workability and reduced ductility of reinforced concrete (RC) beams strengthened with an NSM technique ...
Kinam Hong   +3 more
doaj   +1 more source

Experimental investigation of impact behaviour of shear deficient RC beam to column connection

open access: yes, 2022
Reinforced concrete (RC) structures may be subjected to sudden dynamic impact loads such as explosions occurring for different reasons, the collision of masses driven by rockfall, flood, landslide, and avalanche effect structural members, the crash of ...
Çalışkan, Özlem   +5 more
core   +2 more sources

Cyclic behaviour of an innovative cap beam to column pocketless connection in GFRP-RC precast structures [PDF]

open access: yes
This study examined the cyclic performance of innovative connection details for precast cap beam-to-column connections reinforced with glass fibre-reinforced polymer (GFRP).
Zhuge, Yan   +6 more
core   +1 more source

Strengthening Techniques & Failure Modes of RC Beam Strengthened Using Fibre Reinforced Polymer. A Review [PDF]

open access: yes, 2014
strengthening of reinforced concrete (RC) beamusing Fibre Reinforced Polymer (FRP) revealed as the mostefficient material due to its various mechanical properties.
Akbar, Ibrisam   +2 more
core   +1 more source

Behavior of RC beams strengthened in shear with ultra-high performance fiber reinforced concrete (UHPFRC)

open access: yesMATEC Web of Conferences, 2018
This paper investigates the behavior of RC beams strengthened in shear with UHPFRC. In order to ensure high quality and facilitate the strengthening process on site applications, it has been considered to apply UHPFRC as a plate pasted on concrete using ...
Sakr Mohammed A.   +3 more
doaj   +1 more source

Structural Performance of PC Double Beam–Column Connection Under Gravity and Seismic Loading

open access: yesInternational Journal of Concrete Structures and Materials, 2020
Recently, as a new precast concrete (PC) construction method for increasing economy and constructability, the PC double-beam system has been developed for factories or logistic centers, where construction duration is particularly important. In this study,
Jang-Woon Baek   +3 more
doaj   +1 more source

Experimental and Numerical Assessment of Reinforced Concrete Beams with Disturbed Depth

open access: yesInternational Journal of Concrete Structures and Materials, 2019
This paper investigates numerically and experimentally the performance of reinforced concrete (RC) beam with unequal depths subjected to combined bending and shear.
A. Hamoda, A. Basha, S. Fayed, K. Sennah
doaj   +1 more source

Experimental response of RC columns built with plain bars under unidirectional cyclic loading [PDF]

open access: yes, 2012
A large number of existing reinforced concrete (RC) buildings structures were designed and built before mid-70’s, when the reinforcing bars had plain surface and prior to the enforcement of the modern seismic-oriented design philosophies.
Costa, A.   +3 more
core  

Experimental and numerical analysis of the cyclic behaviour of RC beam-column connections with plain reinforcing bars [PDF]

open access: yes, 2012
The information available in the literature about the cyclic behaviour of reinforced concrete elements with plain reinforcing bars is scarce. As a consequence, the influence of bar slippage in elements with plain bars is not yet comprehensively ...
Costa, A.   +3 more
core  

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