Results 11 to 20 of about 157 (104)

Resilient and Sustainable Structures through EMI-Based SHM Evaluation of an Innovative C-FRP Rope Strengthening Technique

open access: yesApplied Mechanics
Reinforced Concrete (RC) members in existing RC structures are susceptible to shear-critical due to their under-reinforced design. Thus, implementing a retrofitting technique is essential to eliminate the casualties that could arise from sudden and ...
Nikos A. Papadopoulos   +3 more
doaj   +2 more sources

Effect of C-FRP (Carbon Fiber Reinforced Polymer) Rope and Sheet Strengthening on the Shear Behavior of RC Beam-Column Joints

open access: yesFibers
This study presents a high-performance external strengthening strategy for reinforced concrete (RC) beam–column joints, integrating near-surface mounted (NSM) Carbon Fiber Reinforced Polymer (C-FRP) ropes with externally bonded C-FRP sheets. The X-shaped
Emmanouil Golias, Chris Karayannis
doaj   +2 more sources

Flexural Retrofit of Support Regions of Reinforced Concrete Beams with Anchored FRP Ropes Using NSM and ETS Methods under Reversed Cyclic Loading

open access: yesJournal of Composites for Construction, 2017
Many studies have been carried out on enhancing the positive moment capacity of the midspan areas of RC beams with fiberreinforced polymer (FRP) reinforcement under monotonic increasing loads. The present study focuses on retrofitting of beam support regions under reversed cyclic loading conditions representing seismic conditions.
Ezgi Kaya, Alper Ilki
exaly   +6 more sources

Axial compressive behavior of green sustainable Water Hyacinth & Bio-Resin (WHBR) FRP composites-confined circular concrete [PDF]

open access: yesE3S Web of Conferences, 2023
This study examines the behavior of circular concretes externally confined by green sustainable WHBR FRP containing water hyacinth fiber ropes and bio-resin.
Honestyo Aoron   +3 more
doaj   +1 more source

Reinforced Concrete Beams Retrofitted with External CFRP Strips towards Enhancing the Shear Capacity

open access: yesApplied Sciences, 2021
The practical difficulties in upgrading the structural performance of existing reinforced concrete (RC) structures is discussed, when retrofitting structural members by conventional RC jacketing.
George C. Manos   +1 more
doaj   +1 more source

Cyclic response of RC beam-column joints strengthened with transverse steel bars and with C-FRP diagonal ties

open access: yesActa Polytechnica, 2022
The use of additional bars, internally placed through drill holes, in external beam-column connections subjected to cyclic loading, as shear reinforcement is experimentally investigated.The presented experimental work includes tests of full-scale ...
Emmanouil Golias   +4 more
doaj   +1 more source

Flexural retrofit of support regions of reinforced concrete beams with anchored FRP ropes under reversed cyclic loading [PDF]

open access: yesProceedings of the Second International Conference on Performance-based and Life-cycle Structural Engineering (PLSE 2015), 2015
Many studies have been conducted for enhancing the positive moment capacity of the mid-span areas of reinforced concrete (RC) beams strengthened with fiber reinforced polymer (FRP) reinforcement under monotonic increasing loads. However under seismic actions, the support regions of beams may also require retrofitting. In such cases, retrofitting should
Kaya, Ezgi   +4 more
openaire   +2 more sources

INNOVATIVE TORSIONAL STRENGTHENING OF RC T-BEAMS USING NSM FRP ROPES

open access: yesProceedings of International Structural Engineering and Construction
This study addresses the critical need for effective torsional strengthening techniques in reinforced concrete (RC) structures, with a focus on T-beams. Existing methods, particularly those utilizing externally bonded fiber-reinforced polymer (FRP) composites, have been extensively studied for axial, bending, and shear loads, but torsional behavior ...
Adamantis Zapris   +4 more
openaire   +1 more source

A Novel Approach to Monitoring the Performance of Carbon-Fiber-Reinforced Polymer Retrofitting in Reinforced Concrete Beam–Column Joints

open access: yesApplied Sciences
Due to insufficient transverse reinforcement, the retrofitting of beam–column joints (BCJs) in existing reinforced concrete (RC) frame structures is commonly required to alter their brittle behavior.
George M. Sapidis   +5 more
doaj   +1 more source

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