Results 21 to 30 of about 8,564 (185)
Assessment and Prediction Model of GFRP Bars’ Durability Performance in Seawater Environment
In this study, the performance degradation law and mechanism of glass fiber reinforced polymer (GFRP) bars were investigated by being immersed in natural seawater (denoted as SW), saline-alkali solution (SA), or wrapped with concrete, and then submerged ...
Wenchao Li +6 more
doaj +1 more source
Combined Effects of Curing Temperatures and Alkaline Concrete on Tensile Properties of GFRP Bars
A significant number of studies have been conducted on the tensile properties of GFRP bars embedded in concrete under different environments. However, most of these studies have been experimentally based on the environmental immersion test after standard-
Wen-rui Yang +4 more
doaj +1 more source
Extraction of the beam elastic shape from uncertain FBG strain measurement points [PDF]
Aim of the present paper is the analysis of the strain along the beam that is equipped with Glass Fibers Reinforced Polymers (GFRP) with an embedded set of optical Fiber Bragg Grating sensors (FBG), in the context of a project to equip with these new ...
B Glisic +6 more
core +1 more source
GFRP bars reinforced in submerged or moist seawater and ocean concrete is subjected to highly alkaline conditions. While investigating the durability of GFRP bars in alkaline environment, the effect of surrounding temperature and conditioning duration on
Mudassir Iqbal +2 more
doaj +1 more source
Bending reinforced concrete beams with glass fiber reinforced polymer bars: an experimental analysis
: There is a recurring need to construct in places where environmental aggressiveness is very high, such as tidal-splash sites, chemical industries, etc.
Tales Viebrantz Fernandes +2 more
doaj +1 more source
Masonry wall panels retrofitted with thermal-insulating GFRP-reinforced jacketing [PDF]
Today there is a need to provide thermally efficient walls, while at the same time to increase the mechanical properties of old unreinforced masonry walls that will not require large amounts of energy in the retrofitting or deconstruction processes.
Belloni, Elisa +5 more
core +1 more source
The objective of this study is to examine the effect of the poor anchorage length of glass fiber reinforced polymer (GFRP) bars used for longitudinal reinforcement on the flexural and shear performances of beam elements in exterior beam⁻column ...
Keun-Hyeok Yang, Ju-Hyun Mun
doaj +1 more source
Performance of perforated FRP stub beams subject to static transverse actions [PDF]
This paper presents an experimental programme designed to investigate the failure mode and ultimate capacity of pultruded glass fibre reinforced polymer (GFRP) cellular profiles subject to transverse loading.
Gand, Alfred +2 more
core +1 more source
Compressive and Bonding Performance of GFRP-Reinforced Concrete Columns
The use of glass-fiber-reinforced polymer (GFRP) bars as an alternative to steel bars for reinforcing concrete (RC) structures has gained increasing attention in recent years.
Eyad Alsuhaibani +6 more
doaj +1 more source
FE modelling of bond interaction of FRP bars to concrete [PDF]
In this paper a computational modelling approach is used to investigate the bond behaviour of fibre-reinforced plastic (FRP) bars in concrete. Two finite element packages (ANSYS and ABAQUS) are used to model the bond interaction of FRP reinforcing bars ...
Achillides Z. +8 more
core +1 more source

