A platform for research: civil engineering, architecture and urbanism
Effect of sustained tensile stress and temperature on GFRP composite bars properties: 1. Preliminary experiment in deionised water and alkaline solution
FRP (Fibre Reinforced Polymer) composites represent an alternative construction material to overcome the corrosion problems caused by traditional steel reinforcement. This paper describes a new experimental set-up specially designed to perform accelerated ageing tests on FRP reinforcements. The set-up uses a combination of temperature, which can reach up to 80 deg C, environmental exposure (alkaline, saline, water, and concrete) and sustained loading. Preliminary experimental observations show good performance of GFRP (GF = Glass Fibre) rebars under the combined effects of sustained stress corresponding to 30 - 40 % of the ultimate tensile strength, temperature ranging from 55 to 75 deg C and in two environmental exposures: deisonised water and alkaline solution. Microstructural analyses, using several techniques (Thermogravimetric Analysis, Differential Scanning Calorimetry, Scanning Electron Microscopy and Fourier Transform Infrared), have been conducted on rebars conditioned in an alkaline solution over 60 days and show that only the internal part of the rebars has not been affected by degradation.
Effect of sustained tensile stress and temperature on GFRP composite bars properties: 1. Preliminary experiment in deionised water and alkaline solution
FRP (Fibre Reinforced Polymer) composites represent an alternative construction material to overcome the corrosion problems caused by traditional steel reinforcement. This paper describes a new experimental set-up specially designed to perform accelerated ageing tests on FRP reinforcements. The set-up uses a combination of temperature, which can reach up to 80 deg C, environmental exposure (alkaline, saline, water, and concrete) and sustained loading. Preliminary experimental observations show good performance of GFRP (GF = Glass Fibre) rebars under the combined effects of sustained stress corresponding to 30 - 40 % of the ultimate tensile strength, temperature ranging from 55 to 75 deg C and in two environmental exposures: deisonised water and alkaline solution. Microstructural analyses, using several techniques (Thermogravimetric Analysis, Differential Scanning Calorimetry, Scanning Electron Microscopy and Fourier Transform Infrared), have been conducted on rebars conditioned in an alkaline solution over 60 days and show that only the internal part of the rebars has not been affected by degradation.
Effect of sustained tensile stress and temperature on GFRP composite bars properties: 1. Preliminary experiment in deionised water and alkaline solution
Einfluß von Dauerzugbelastung und Temperatur auf die Eigenschaften von GFRP-Verbundstäben: 1. Vorversuche in deionisiertem Wasser und in alkalischer Lösung
Nkurunziza, G. (author) / Cousin, P. (author) / Masmoudi, R. (author) / Benmokrane, B. (author)
2003
13 Seiten, 7 Bilder, 3 Tabellen, 14 Quellen
Article (Journal)
English
glasfaserverstärkter Kunststoff , Stab , Werkstoffsubstitution , Bewehrungsstahl , beschleunigte Alterung , Korrosionsprüfung , Korrosionsmechanismus , Messsystem , Dauerbelastung , Zugspannung , alkalische Lösung , destilliertes Wasser , Mikrostruktur , Thermogravimetrie , Differenzialrasterkalorimetrie , REM (Rasterelektronenmikroskopie) , FT-IR-Spektroskopie , Zeitdauer , Lebensdauer , armierter Beton
British Library Online Contents | 2003
|Elsevier | 2024
|Stress Corrosion Behaviour of GFRP Composite Reinforcing Bars in Alkaline Environment
British Library Conference Proceedings | 2001
|SP-275-39: Creep Behavior and Tensile Properties of GFRP Bars Under Sustained Service Loads
British Library Conference Proceedings | 2011
|Tensile and Bond Properties of GFRP Reinforcing Bars
Online Contents | 1995
|