Results 11 to 20 of about 91,494 (228)

Comparative study of Steel-FRP, FRP and steel reinforced coral concrete beams in their flexural performance [PDF]

open access: yes, 2020
In this paper, a comparative study of Carbon Fiber Reinforced Polymer (CFRP) Bar and Steel-Carbon Fiber Composite Bar (SCFCB) reinforced coral concrete beams are made through a series experimental tests and theoretical analysis.
Fu, F., Huang, C., Wang, L., Zhang, J.
core   +1 more source

An Equation to Determine the Ultimate Flexural Load of RC Beams Strengthened with CFRP Laminates [PDF]

open access: yesJournal of Soft Computing in Civil Engineering, 2018
In this paper, a new relationship is presented for determining the ultimate flexural load of reinforced concrete beams strengthened with CFRP laminates. An artificial neural network with a suitable performance was used to estimate this equation. First, a
Reza Farahnaki, Alla Azimi
doaj   +1 more source

A Neuro-Fuzzy Model for Punching Shear Prediction of Slab-Column Connections Reinforced with FRP [PDF]

open access: yesJournal of Soft Computing in Civil Engineering, 2019
In this article, one of the robust systems of soft computing namely adaptive neuro-fuzzy inference system (ANFIS) is used to estimate the punching shear capacity of the concrete column-slab connections reinforced with FRP.
Hosein Naderpour, Masoomeh Mirrashid
doaj   +1 more source

Use of FBG sensors for SHM in aerospace structures [PDF]

open access: yes, 2012
This paper details some significant findings on the use of the fiber Bragg grating (FBG) sensors for structural health monitoring (SHM) in aerospace fiber reinforced polymer (FRP) structures. A diminutive sensor provides a capability of imbedding inside
Epaarachchi, Jayantha   +3 more
core   +3 more sources

Exploitation of FRP fabric Reinforcement: Innovation beyond FRP bars

open access: yesStructures, 2021
This study provides combined experimental and numerical findings for a novel use of 3D Fiber Reinforced Polymer (FRP) fabrics as reinforcements in concrete beams. Experiments demonstrate that concrete beams reinforced with the multidirectional FRP fabrics not only possess adequate strength and ductility, but also have a great potential to achieve low ...
Sun, W., Achintha, M.
openaire   +1 more source

Behaviour of reinforced columns with E_Glass fiber and carbon fiber

open access: yesJournal of Building Materials and Structures, 2018
Externally bonded reinforcement using Fiber Reinforced Polymer (FRP) is a good response to the concern represented by the need for rehabilitation of concrete structures.
Hafida Bouchelaghem   +4 more
doaj   +1 more source

Analysis of FRP shear strengthening solutions for reinforced concrete beams considering debonding failure [PDF]

open access: yes, 2016
In this paper, a fiber beam model previously developed by the authors for the nonlinear analysis of strengthened elements, including the effects of shear, is used to predict the response of reinforced concrete (RC) beams strengthened in shear with fiber ...
Bairán García, Jesús Miguel   +3 more
core   +2 more sources

Numerical study of the FRP-concrete bond behavior under thermal variations

open access: yesCurved and Layered Structures, 2023
In a context where daily and seasonal temperature changes or potential fire exposure can affect the mechanical response of structures strengthened with fiber-reinforced polymer (FRP) composites during their life cycle, the present work studies the bond ...
Dimitri Rossana   +3 more
doaj   +1 more source

Bond–slip Behavior of Fiber-reinforced Polymer/concrete Interface in Single Shear Pull-out and Beam Tests [PDF]

open access: yes, 2015
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

Improving the Punching Shear Strength of RC Slabs by FRP and Steel Sheets [PDF]

open access: yesJournal of Rehabilitation in Civil Engineering, 2016
This paper deals with the modeling of punching shear failure in reinforced concrete slabs using nonlinear finite element analysis. The 3D finite element analyses (FEA) were performed with the appropriate modeling of element size and mesh, and the ...
Reza Aghayari, Mohammad Moradi
doaj   +1 more source

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