Modelling the bond in GFRP bar reinforced concrete thin structural members-Reference-Cited by-同舟云学术

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Modelling the bond in GFRP bar reinforced concrete thin structural members

Published:2020-04 Issue: Volume:24 Page:13-26
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Veljkovic Ana,Carvelli Valter^ORCID,Rezazadeh Mohammadali^ORCID

Funder

FEDER

FCT

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference64 articles.

1. CEB-FIP Model Code 1990: Design Code;CEB,1993

2. EN 1992-1-1: 2004, Eurocode 2: Design of Concrete Structures – Part 1-1: General Rules and Rules for Buildings;CEN,2004

3. Model Code for Concrete Structures 2010;Fib,2013

4. FRP Reinforcement in RC Structures (Bulletin 40);Fib Task Group 9.3,2007

5. Influence of splitting cracks on tension stiffening;Abrishami;ACI Struct J,1996

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1. The Flexural Behavior of One-Way Concrete Bubbled Slabs Reinforced by GFRP-Bars with Embedded Steel I-Sections;Engineering, Technology & Applied Science Research;2024-08-02

2. Bond-slip behavior of the FRP bar-sea sand concrete interface and its effect on the finite element analysis of RC beam;Construction and Building Materials;2024-07

3. Empirical Equations for Modelling Yarn–Mortar Debonding in TRM-Strengthened Masonry Walls Subjected to Out-of-Plane Loading;Buildings;2023-12-21

4. Behavior of GFRP reinforced concrete slabs with openings strengthened by CFRP strips;Results in Engineering;2023-06

5. Foam concrete and composite fittings cohesion parameters in bending elements;AIP Conference Proceedings;2023

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