| People | Locations | Statistics |
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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
Places of action
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document
Innovative corrugated hollow columns utilizing ultra high strength steel tubes
Abstract
Individual tubular structures are weak in compression from buckling point of view. However, this limitation could be resolved if they are utilized in conjunction with other kind of structural elements. In the current study, the improvement induced by using Ultra High Strength (UHS) tubes in innovative corrugated columns is investigated. UHS tubes used at the corners have nominal yield stress of 1300MPa. Three different corrugated plate configurations are introduced and fabricated so that the effect of corrugation parameters such as angle of corrugation and height of corrugated plate are experimentally investigated. The results prove the superior performance of proposed innovative columns under compression compared to the accumulated capacity of similar column without tubes and four individual tubes. Also, it is shown that using the tubes at the corner not only enhances the capacity of innovative corrugated columns compared to that of the column without tubes, but also it will enhance the performance of individual UHS tubes under compression.