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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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Usman, Muhammad
in Cooperation with on an Cooperation-Score of 37%
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Publications (18/18 displayed)
- 2024Martensitic transformation temperature modification of Fe-SMA for efficient medical implants
- 2024Investigating the quantum size effects of multi-walled carbon nanotubes (MWCNTs) in photocatalytic fermentative biohydrogen productioncitations
- 2024Boosting the Electrocatalytic Water Splitting Performance Using Hydrophilic Metal‐Organic Frameworkcitations
- 2024Enhanced the Stability and Storage Capability of Sulfide-Based Material With the Incorporation of Carbon Nanotube for High-Performance Supercapattery Devicecitations
- 2023Composite electrode materials based on nickel cobalt sulfide/carbon nanotubes to enhance the Redox activity for high performance Asymmetric supercapacitor devicescitations
- 2023Gum-based nanocomposites for the removal of metals and dyes from waste watercitations
- 2023Evaporation-induced self-assembly of gold nanorods on a hydrophobic substrate for surface enhanced Raman spectroscopy applicationscitations
- 2022Performance Evaluation of MWCNTs Reinforced Cement Mortar Composites using Natural and Commercial Surfactantscitations
- 2022Aluminum doping effects on interface depletion width of Low temperature processed ZnO Electron Transport Layer-Based Perovskite Solar cellscitations
- 2022Prediction Models for Estimating Compressive Strength of Concrete Made of Manufactured Sand Using Gene Expression Programming Modelcitations
- 2022Flexural properties of concrete-filled, double-skin, square-hollow-section tubular beamscitations
- 2022Functional Groups Assisted Tunable Dielectric Permittivity of Guest‐Free Zn‐Based Coordination Polymers for Gate Dielectricscitations
- 2021Influence of sample momentum space features on scanning tunnelling microscope measurements
- 2021Two metal–organic frameworks based on Sr2+ and 1,2,4,5-tetrakis(4-carboxyphenyl)benzene linkerscitations
- 2020Influence of cornstarch on thermomechanical behavior of poly(vinyl) chloride bioplasticscitations
- 2020Epitaxial Formation of SiC on (100) Diamondcitations
- 2018Biodeterioration of buildings and public health implications caused by indoor air pollutioncitations
- 2012Impact of Ionizing Radiation on 4H-SiC Devices
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article
Flexural properties of concrete-filled, double-skin, square-hollow-section tubular beams
Abstract
<jats:p> Concrete-filled double-skin tubular beams consist of two tubes, placed eccentrically or concentrically, with the hollow space between the two tubes filled with concrete. This type of construction can thus combine the properties of steel and concrete to provide the advantage of increased strength, ductility, stiffness and economy of the section. This paper reports on a study into the flexural properties of beams made of square hollow section steel for the both inner and outer tube, connected with steel strips. In total, 12 specimens were tested under monotonic and cyclic loading. The effects of the concrete infill, the eccentricity of the inner tube, the provision of minimum steel reinforcement and slip control due to the attachment of steel strips at the end of the beams were studied. Beams with an eccentric inner tube showed better flexural response and were also more economical due to the reduced concrete volume; their load-carrying capacity under cyclic loading was less than that under monotonic loading. Compared with beams without longitudinal reinforcement, the beams with longitudinal reinforcement showed improved flexural strength when subjected to cyclic loading. </jats:p>