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Fatigue Damage Behaviors of TRC-Strengthened RC Beams [PDF]

open access: goldMaterials, 2022
For the investigation of fatigue damage behavior of textile reinforced concrete (TRC)-strengthened RC beams, in this study, eight RC beams were fabricated, and five of them were strengthened with TRC and tested under fatigue loading until failure, using a four-point bending setup.
Jie Sheng   +3 more
openalex   +3 more sources

Strut and tie model for predicting shear behavior of interior RC beam column joints under seismic loading [PDF]

open access: yesScientific Reports
Beam–column joint with complex mechanical behavior is an important part of reinforced concrete (RC) structures. The present study aims to assess the joint shear stress–strain relationship by adopting strut–and–tie approach of the interior beam-column ...
Wentong Zhao   +4 more
doaj   +2 more sources

RC beam strengthening using precast RC plate bonding technique

open access: yesGrađevinar, 2015
The behaviour of RC beams strengthened with precast RC plates of rectangular and U cross-section is studied in the paper. An experimental investigation was conducted to assess effectiveness of strengthening with precast plates.
Ali Demir   +3 more
doaj   +2 more sources

Slotted Reinforced Concrete Beam-Column Connection: State-of-the-Art Review [PDF]

open access: yesJournal of Engineering Research - Egypt, 2022
Research on reinforced concrete (RC) beam-column connections has significantly increased during the past few decades. Interest in this topic is related to the importance of beam-column connections in maintaining the integrity of the whole structure.
Mohamed Mahmoud Sakr   +2 more
doaj   +1 more source

Seismic Response of GFRP-RC Interior Beam-to-Column Joints under Cyclic Static Loads

open access: yesBuildings, 2022
A total of nine specimens were constructed and tested under cyclic loads to investigate the differences in seismic behavior between glass fiber-reinforced polymer (GFRP)-reinforced concrete (RC) joints and RC beam-to-column joints.
Rui Guo, Dan Yang, Bin Jia, Deyun Tang
doaj   +1 more source

Fire Resistance of Reinforced Concrete T-Beams with Circular Web Openings

open access: yesBuildings, 2023
The flexural performances of a solid reinforced concrete (RC) T-beam and three RC T-beams with circular openings subjected to the ISO-834 standard fire were experimentally studied.
Xianhong Jin   +3 more
doaj   +1 more source

RC beams damaged by cracking and strengthened with NSM CFRP/GFRP rods

open access: yesFracture and Structural Integrity, 2021
The near surface mounted (NSM) method of inserting fiber reinforced polymer (FRP) elements (rods or lamina) into notches has been shown to be a good way for restoring reinforced concrete (RC) elements.
R. Capozucca   +3 more
doaj   +1 more source

Evaluation of a Macro Lump Plasticity Model for Reinforced Concrete Beam-Column Joint under Cyclic Loading

open access: yesCivil Engineering Dimension, 2020
Lateral deformations of reinforced concrete (RC) frames under extreme seismic excitation are highly affected by the stiffness of their beam-column joints.
Joko Purnomo   +3 more
doaj   +1 more source

Experimental and Numerical Investigation of Steel- and GFRP-Reinforced Concrete Beams Subject to Fire Exposure

open access: yesBuildings, 2023
This study investigates the behavior of three concrete beams reinforced with steel and GFRP bars under fire exposure. The fire tests of three beams were conducted including one control steel-reinforced concrete (RC) beam and two GFRP-RC beams.
Chanachai Thongchom   +6 more
doaj   +1 more source

A Study on Self-Consolidate Concrete in Experimental Reinforced-Concrete Beam Column Structures with Alccofine and Steel Fiber

open access: yesAdvances in Civil Engineering, 2022
This paper discusses the concept of self-consolidating concrete mix with Alccofine-1203, superplasticizer, viscosity modification agent, crimped steel fiber on the RC beam column joint. Totally, eight reinforced-concrete (RC) column joints with M25 grade
G. Vimal Arokiaraj, G. Elangovan
doaj   +1 more source

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