| People | Locations | Statistics |
|---|---|---|
| Naji, M. |
| |
| Motta, Antonella |
| |
| Aletan, Dirar |
| |
| Mohamed, Tarek |
| |
| Ertürk, Emre |
| |
| Taccardi, Nicola |
| |
| Kononenko, Denys |
| |
| Petrov, R. H. | Madrid |
|
| Alshaaer, Mazen | Brussels |
|
| Bih, L. |
| |
| Casati, R. |
| |
| Muller, Hermance |
| |
| Kočí, Jan | Prague |
|
| Šuljagić, Marija |
| |
| Kalteremidou, Kalliopi-Artemi | Brussels |
|
| Azam, Siraj |
| |
| Ospanova, Alyiya |
| |
| Blanpain, Bart |
| |
| Ali, M. A. |
| |
| Popa, V. |
| |
| Rančić, M. |
| |
| Ollier, Nadège |
| |
| Azevedo, Nuno Monteiro |
| |
| Landes, Michael |
| |
| Rignanese, Gian-Marco |
|
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
Places of action
| Organizations | Location | People |
|---|
article
Bond-slip behaviour between FRP tubes and seawater sea sand concrete
Abstract
<p>In the present study the bond-slip behavior between FRP tubes and seawater sea sand concrete is studied using push-out tests. Pultruded and filament winding FRP tubes with different fibre orientations and diameter-to-thickness ratios (D/t) were constructed to investigate the effect of confinement pressure on the bond behaviour. Moreover, to study the effect of fibre type, three types of FRP (i.e.; GFRP, CFRP and BFRP) were used. In addition, the mechanical and chemical bond strength of concrete filled FRP tubes were quantified and compared. CFRP and BFRP tubes showed the highest and the lowest bond strengths, respectively. Furthermore, it was concluded that the real confinement pressure of the tubes has a significant effect on the bond strength: the greater the real confinement pressure, the larger the bond strength (i.e. the tubes with smaller D/t ratio and fibres orientated in 89° showed greater bond strength compared to the tubes with larger D/t and different fibres orientations). Repeating the push-out test for four times, for each sample, showed that the slip starts earlier by increasing the number of repetition, while the bond strength remained almost the same. This shows that the bond strength of tubes is mostly governed by the friction (confinement pressure) rather than the adhesion (chemical bond).</p>