Bond–slip Behavior of Fiber-reinforced Polymer/concrete Interface in Single Shear Pull-out and Beam Tests [PDF]
It has been assumed that the fiber-reinforced polymer/concrete interface is subjected to in-plane shear condition when intermediate crack debonding failure occurs.
Harries, Kent A. +2 more
core +2 more sources
Application of non-metallic composite reinforcement for contact line supports [PDF]
The technology for pre-stressing and anchoring of the composite rebar was developed. It makes possible to reinforce concrete products and produce the contact line supports of high quality, which possesses advantages in comparison with the steel ...
Nikolaev Valery +2 more
doaj +1 more source
Modelling the bond between concrete and reinforcing steel in a fire [PDF]
This is the post-print version of the final paper published in Engineering Structures. The published article is available from the link below. Changes resulting from the publishing process, such as peer review, editing, corrections, structural formatting,
Allwood +21 more
core +1 more source
Transverse bending strength of reinforced concrete beams with single reinforcement [PDF]
The objective of the research considered in this article is to find out the role of longitudinal reinforcement and conditions of its bonding with concrete in ensuring strength and forming a physical phenomenon of work and failure of reinforced concrete ...
Prokopovich Anatoly +2 more
doaj +1 more source
The use of the innovative material of Carbon Fiber-Reinforced (C-FRP) ropes as external near surface mounted reinforcement for the strengthening of reinforced concrete beam-column joints is studied.
Chris Karayannis +2 more
doaj +1 more source
Pure shear model for crack width analysis of reinforced concrete members
Reinforcement corrosion in concrete structures with excessive crack width poses a high risk of reducing the structure's service life. The crack width behavior is one of the most complex aspects of the mechanics of reinforced concrete (RC).
Karolis Sakalauskas, Gintaris Kaklauskas
doaj +1 more source
The mathematical model of the stress-strain ratio of compressed concrete at elevated temperatures for composite structures described in Eurocode EN 1994-1-2:2005 Eurocode 4 divided in two stages: Stage 1 - represents the ascending branch and is defined ...
Fomin Stanislav +4 more
doaj +1 more source
Sensitivity Analysis of Stress State and Bond Strength of Fiber-reinforced Polymer/Concrete Interface to Boundary Conditions in Single Shear Pull-out Test [PDF]
The bond between fiber-reinforced polymer and concrete substrate plays a key role in the performance of concrete structures after strengthened by externally bonded fiber-reinforced polymer composite materials.
Mohammadi, Tayyebeh, Wan, Baolin
core +3 more sources
RC FRAME RESISTANCE TO PROGRESSIVE COLLAPSE CONSIDERING CRACK OPENING EFFECTS [PDF]
In this paper, an approach is developed to account for the effect of discrete cracks on the response of reinforced concrete building frames under a column failure scenario.
Sergei Y. Savin +2 more
doaj +1 more source
Centrifugal concrete poles for transmission lines reinforced with prestressed FRP rebar [PDF]
Reinforced with steel rebar concrete centrifuged conical poles for power transmission poles receive corrosion damage to steel reinforcement during operation. These damages can lead to the failure of structures.
Kudyakov Konstantin, Buchkin Andrey
doaj +1 more source

