Results 111 to 120 of about 203,884 (214)
Građevinar, 2016 The paper describes the RC beam model development and the influence exerted by the main longitudinal reinforcement overlapping and transverse reinforcement (ties) on the bearing capacity of a RC load bearing structure for several cases of load, with an ...
Krešimir Ninčević +2 more
doaj +1 more source
Behaviour of RC beam-column connections retrofitted with FRP strips [PDF]
, 2009 University of Technology, Sydney. Faculty of Engineering and Information Technology.Reinforced concrete (RC) buildings designed prior to the implementation of seismic design codes were largely designed without structural details required for satisfactory
Shrestha, R
core
The Corrosion Probability and Flexural Strength of an RC Beam under Chloride Ingress Considering the Randomness of Temperature and Humidity. [PDF]
Materials (Basel), 2020 Pang S, Yu MK, Zhu HG, Yi C.
europepmc +1 more source
, 2012 Cylindrical implosions driven by intense heavy ions beams should be instrumental in a near future to study High Energy Density Matter. By rotating the beam by means of a high frequency wobbler, it should be possible to deposit energy in the outer layers ...
A. Bret +3 more
core +1 more source
Assessment of a Substandard Reinforced Concrete Frame’s Beam–Column Joint Using Shake Table Testing
Applied SciencesThis study investigates the seismic performance of substandard reinforced concrete (RC) frames, particularly emphasizing the behavior of beam–column joints through comprehensive shake table testing.
Evrim Oyguc, Resat Oyguc, Abdul Hayir
doaj +1 more source
Embedded through-section bars for the shear strengthening of RC beams [PDF]
, 2012 Embedded Through-Section (ETS) technique is a relatively recent shear strengthening strategy for reinforced concrete (RC) beams, and consists on opening holes across the beam thickness, with the desired inclinations, where bars are introduced and are
Barros, Joaquim A. O. +2 more
core
Fatigue behavior of RC T-beams
Ain Shams Engineering Journal, 2014 The objective of this research is to study the fatigue performance of reinforced concrete (RC) T-beams strengthened in shear with Carbon Fiber Reinforced Polymer (CFRP) composite. Experiments were conducted on RC beams with and without CFRP sheets bonded on their web surfaces and subjected to static and cycling loading. The obtained results showed that
openaire +1 more source
Effect of material properties on ductility factor of singly rc beam sections [PDF]
, 2006 Ductility may be defined as the ability to undergo deformations without a substantial reduction in the flexural capacity of the member. The ductility of reinforced concrete beams depends mainly on the shape of the moment-curvature relationship of the ...
Rouf, Md. Abdur +1 more
core
Experimental and numerical analysis of the cyclic behaviour of RC beam-column connections with plain reinforcing bars [PDF]
, 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 +1 more source
Analysis of Retrofitted Reinforced Concrete Shear Beams using Carbon Fiber Composites
Electronic Journal of Structural Engineering, 2004 This paper presents the numerical study to simulate the behavior of retrofitted reinforced concrete (RC) shear beams. The study was carried out on the unretrofitted RC beam designated as control beam and RC beams retrofitted using carbon fiber ...
R.Santhakumar +2 more
doaj