Behavior of <scp>RC</scp> columns strengthened with <scp>UHPFRC</scp> jackets through grooving method under eccentric loading: A comparative evaluation of steel and synthetic macro fibers in <scp>UHPFRC</scp>-Reference-Cited by-同舟云学术

Behavior of RC columns strengthened with UHPFRC jackets through grooving method under eccentric loading: A comparative evaluation of steel and synthetic macro fibers in UHPFRC

Published:2022-01-07 Issue:1 Volume:23 Page:187-206
ISSN:1464-4177
Container-title:Structural Concrete
language:en
Short-container-title:Structural Concrete

Author:

Eshaghi‐Milasi Saadat¹,Mostofinejad Davood¹,Saljoughian Alireza¹^ORCID,Bahmani Hadi¹

Affiliation:

1. Department of Civil Engineering Isfahan University of Technology (IUT) Isfahan Iran

Publisher

Wiley

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/suco.202100551

Reference47 articles.

1. Externally bonded reinforcement on grooves technique in circular reinforced columns strengthened with longitudinal carbon fiber‐reinforced polymer under eccentric loading;Mostofinejad D;ACI Struct.,2016

2. Behavior of RC columns confined with CFRP using CSB method under cyclic axial compression

3. Stress‐strain model for concrete confined by FRP composites;Youssef MN;Compos Part B Eng,2003

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