Results 21 to 30 of about 193,077 (185)

Finite Element Analysis of the Shear Performance of Reinforced Concrete Corbels under Different Design Codes

open access: yesBuildings
This study aimed to investigate the shear performance of reinforced concrete corbels and to evaluate the accuracy and safety of the Chinese code GB 50010-2010’s triangular truss model and the American code ACI 318-19’s strut-and-tie model under various ...
Yuan Huang, Leilei Peng, Hanlin Wei
doaj   +2 more sources

Experimental Investigation on Shear Behavior of Double Sided Reinforced Concrete Corbels Using BFRP Bars

open access: yesZanco Journal of Pure and Applied Sciences
A reinforced concrete corbel is a short cantilever structural member extending from columns or walls, resisting mostly vertical loads by shear action. The paper presents an experimental investigation on the shear behavior of reinforced concrete corbels ...
muhammad dara kamal   +1 more
doaj   +2 more sources

Behavior of NSM CFRP reinforced concrete columns: Experimental and analytical work

open access: yesCase Studies in Construction Materials, 2021
This paper presents the results of experimental testing on fifteen reinforced concrete (RC) columns repaired or strengthened using Near Surface Mounted-Carbon Fiber Reinforced Polymer (NSM-CFRP) under concentric load, eccentric load with 125 mm ...
Yasmeen Taleb Obaidat   +3 more
doaj   +2 more sources

Behavior of Reinforced Concrete Corbels Strengthened with CFRP Strips Subjected to Monotonic and Repeated Loading

open access: yesTikrit Journal of Engineering Sciences
Concrete corbels are short cantilevers subjected to monotonic and repeated loads. Repeated loads generally negatively affect the concrete structural members' strength as they decrease the resistance to external loads.
Enas S. Ibrahim   +5 more
doaj   +2 more sources

Experimental and Numerical Investigation on Flexural Strengthening of Precast Concrete Corbel Connections with Fiber-Reinforced Plastic Sheet

open access: yesBuildings
This paper presents the results of experimental and numerical investigations aimed at enhancing the flexural capacity of Precast Concrete Corbel Beam–Column Connections (PC-CBCCs) using Fiber-Reinforced Plastic (FRP) sheets.
Nima Rahgozar, Navid Rahgozar
doaj   +3 more sources

Effective strengthening of reinforced concrete corbels using post-tensioning

open access: yesEngineering Structures
This paper focuses on a reinforced concrete corbel strengthening method using post-tensioning cables, or just using the prestressing strands themselves, which are led through additionally drilled cable ducts. The text describes a highly efficient method that has also other advantages besides efficiency, which are: the character of the structure of ...
Lukáš Bobek   +2 more
openaire   +4 more sources

Concrete damaged analysis in strengthened corbel by external bonded carbon fibre fabrics [PDF]

open access: yesApplied Adhesion Science, 2015
Alex Li   +3 more
core   +3 more sources

MATERIAL COMPOSITE IN REPAIRING OF REINFORCED CONCRETE CORBEL

open access: yesSGEM International Multidisciplinary Scientific GeoConference EXPO Proceedings, 2017
I. Ivanova
openaire   +2 more sources

Strut and tie model for CFRP strengthened reinforced concrete corbels

open access: yesEngineering Structures
This study aims to explore the optimal strut-and-tie-model (STM) for strengthening reinforced concrete (RC) corbels with carbon fiber-reinforced polymer (CFRP), utilizing finite element (FE) analysis. While previous studies have only examined a single type of FRP sheet arrangement, this research fills a gap by investigating the effect of four ...
Kheyroddin, Ali   +2 more
openaire   +4 more sources

Reinforcement detail: Stress trajectory‐oriented corbel reinforcement

open access: yesStructural Concrete, Volume 24, Issue 6, Page 6923-6932, December 2023., 2023
Abstract The article presents a novel design of concrete corbels, where horizontal and vertical stirrups are replaced by main reinforcement bars that are bent down into the corbel web, following the principal stress lines. A test series of three specimen pairs of fanned‐out and conventional reinforcement design, supported by finite element analysis ...
Lars Hoffmann   +2 more
wiley   +1 more source

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