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| Naji, M. |
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| Motta, Antonella |
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| Aletan, Dirar |
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| Mohamed, Tarek |
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| Ertürk, Emre |
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| Taccardi, Nicola |
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| Kononenko, Denys |
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| Petrov, R. H. | Madrid |
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| Alshaaer, Mazen | Brussels |
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| Bih, L. |
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| Casati, R. |
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| Muller, Hermance |
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| Kočí, Jan | Prague |
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| Šuljagić, Marija |
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| Kalteremidou, Kalliopi-Artemi | Brussels |
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| Azam, Siraj |
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| Ospanova, Alyiya |
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| Blanpain, Bart |
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| Ali, M. A. |
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| Popa, V. |
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| Rančić, M. |
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| Ollier, Nadège |
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| Azevedo, Nuno Monteiro |
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| Landes, Michael |
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| Rignanese, Gian-Marco |
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Zhao, Xiao Ling
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (14/14 displayed)
- 2020Bond performance between FRP tubes and seawater sea sand concrete after exposure to seawater conditioncitations
- 2020The effect of elevated temperatures on the compressive section capacity of pultruded GFRP profilescitations
- 2019Effect of fibers configuration and thickness on tensile behavior of GFRP laminates subjected to elevated temperaturescitations
- 2019Bond-slip behaviour between FRP tubes and seawater sea sand concretecitations
- 2019Effect of fibers configuration and thickness on tensile behavior of GFRP laminates exposed to harsh environmentcitations
- 2019Durability of pultruded GFRP tubes under sea water sea sand concrete
- 2019Bond strength durability between FRP tubes and seawater sea sand concrete under sea water condition
- 2017Effect of elevated temperature on the mechanical properties of high-strain-rate-induced partially damaged concrete and CFSTscitations
- 2017Classification of major cohorts of Australian pressurised cast iron water mains for pipe renewalcitations
- 2017Size-dependency of concrete-filled steel tubes subject to impact loadingcitations
- 2016Fracture behaviour and microstructural evolution of structural mild steel under the multi-hazard loading of high-strain-rate load followed by elevated temperaturecitations
- 2015Mechanical properties of ultra-high strength (Grade 1200) steel tubes under cooling phase of a firecitations
- 2015Innovative corrugated hollow columns utilizing ultra high strength steel tubes
- 2015Size dependency and boundary effects on the mechanical properties of concrete filled steel tubes under impact load
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document
Durability of pultruded GFRP tubes under sea water sea sand concrete
Abstract
<p>Resource shortage of fresh water and river sand due to the widespread increase of industrialization and urbanization can be reduced by using seawater and sea sand concrete (SWSSC), which has recently been proposed as an alternative to conventional ordinary Portland cement (OPC)-based concrete. Due to the high rate corrosion of traditional carbon steel when used as reinforcement for SWSSC and especially when subjected to seawater condition, fibre reinforced polymers (FRPs), as a corrosion resistant material may be used instead of carbon steel. Concrete-filled FRP tubes are known as one of the applications of using FRPs in construction. This study investigates the durability of SWSSC pultruded FRP tubes under seawater. Specimens are exposed to 1, 3, and 6 months of SWSSC solution as internal and seawater solution as external conditions at 25 °C, 40 °C and 60 °C temperatures. Tensile properties and degradation mechanisms of pultruded glass fibre reinforced polymer (GFRP) tubes were studied using tensile tests and scanning electron microscopy analyses.</p>