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| Naji, M. |
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Bahrami, Alireza
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Topics
Publications (41/41 displayed)
- 2024Experimental investigation and analytical verification of buckling of functionally graded carbon nanotube-reinforced sandwich beams
- 2024Experimental investigation and analytical verification of buckling of functionally graded carbon nanotube-reinforced sandwich beamscitations
- 2024Evolutionary Algorithms for Strength Prediction of Geopolymer Concretecitations
- 2024Study on fresh and hardened state properties of eco-friendly foamed concrete incorporating waste soda-lime glasscitations
- 2024Experimental investigation of mechanical and durability performances of self-compacting concrete blended with bagasse ash, metakaolin, and glass fibercitations
- 2024A state-of-the-art review on connection systems, rolling shear performance, and sustainability assessment of cross-laminated timbercitations
- 2024A comprehensive review on properties of tailings-based low-carbon concrete: Mechanical, environmental, and toxicological performancescitations
- 2024Effects of eccentric loading on performance of concrete columns reinforced with glass fiber-reinforced polymer barscitations
- 2024Exploring effects of supplementary cementitious materials on setting time, strength, and microscale properties of mortar
- 2024Development of Sugarcane Bagasse Ash Blended Cementitious Composites Reinforced with Carbon Nanotubes and Polypropylene Fiberscitations
- 2024Enhanced fresh and hardened properties of foamed concrete modified with nano-silicacitations
- 2024A Comprehensive Review on Effects of Material Composition, Mix Design, and Mixing Regimes on Rheology of 3D-Printed Geopolymer Concretecitations
- 2024Nonlinear finite element and machine learning modeling of tubed reinforced concrete columns under eccentric axial compression loadingcitations
- 2024Behavior of functionally graded carbon nanotube reinforced composite sandwich beams with pultruded GFRP core under bending effect
- 2024Novel sustainable techniques for enhancing shear strength of RC beams mitigating construction failure riskcitations
- 2024Sustainable Geopolymer Bricks Manufacturing Using Rice Husk Ash: An Alternative to Fired Clay Brickscitations
- 2024Effects of eccentric loading on performance of concrete columns reinforced with glass fiber‑reinforced polymer barscitations
- 2024Numerical Modeling and Performance Evaluation of Carbon Fiber-Reinforced Polymer-Strengthened Concrete Culverts against Water-Induced Corrosioncitations
- 2023Use of waste glass powder toward more sustainable geopolymer concretecitations
- 2023Recent advancements and future trends in 3D concrete printing using waste materialscitations
- 2023Development of sustainable high performance geopolymer concrete and mortar using agricultural biomass - A strength performance and sustainability analysiscitations
- 2023Development of sustainable high performance geopolymer concrete and mortar using agricultural biomass - A strength performance and sustainability analysiscitations
- 2023Synergistic impacts of high-volume fly ash and sugarcane bagasse ash on performance of cementitious composites reinforced with polyvinyl alcohol fiberscitations
- 2023Mechanical and Postfire Structural Performances of Concrete under Elevated Temperaturescitations
- 2023Development of sustainable high performance geopolymer concrete and mortar using agricultural biomass—A strength performance and sustainability analysiscitations
- 2023Important Criteria for Swedish Construction Companies to Choose Environmentally Friendly Concretecitations
- 2023Use of calcium carbonate nanoparticles in production of nano-engineered foamed concretecitations
- 2023Impact and Durability Properties of Alccofine-Based Hybrid Fibre-Reinforced Self-Compacting Concretecitations
- 2023Geopolymer 3D printing: a comprehensive review on rheological and structural performance assessment, printing process parameters, and microstructurecitations
- 2023Geopolymer 3D printing: a comprehensive review on rheological and structural performance assessment, printing process parameters, and microstructurecitations
- 2023Response of High Swelling Montmorillonite Clays with Aqueous Polymercitations
- 2023Performance Prediction of Hybrid Bamboo-Reinforced Concrete Beams Using Gene Expression Programming for Sustainable Constructioncitations
- 2023Nonlinear finite element and analytical modelling of reinforced concrete filled steel tube columns under axial compression loading
- 2023Nonlinear finite element and analytical modelling of reinforced concrete filled steel tube columns under axial compression loadingcitations
- 2023A State-of-the-Art Review on Axial Compressive Behavior of Concrete-Filled Steel Tubes Incorporating Steel Fiber and GFRP Jacketingcitations
- 2023Optimum usage of waste marble powder to reduce use of cement toward eco-friendly concrete
- 2023Structural Performance of Infilled Steel–Concrete Composite Thin-Walled Columns Combined with FRP and CFRP: A Comprehensive Reviewcitations
- 2023Investigation of Circular Hollow Concrete Columns Reinforced with GFRP Bars and Spiralscitations
- 2022Enhancing Sustainability of Corroded RC Structurescitations
- 2022Enhancing Sustainability of Corroded RC Structures: Estimating Steel-to-Concrete Bond Strength with ANN and SVM Algorithmscitations
- 2013Performance of axially loaded tapered concrete-filled steel composite slender columnscitations
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document
Experimental investigation and analytical verification of buckling of functionally graded carbon nanotube-reinforced sandwich beams
Abstract
Carbon nanotube (CNT) reinforcement can lead to a new way to enhance the properties of composites by transforming the reinforcement phases into nanoscale fillers. In this study, the buckling response of functionally graded CNT-reinforced composite (FG-CNTRC) sandwich beams was investigated experimentally and analytically. The top and bottom plates of the sandwich beams were composed of carbon fiber laminated composite layers and hard core. The hard core was made of a pultruded glass fiber-reinforced polymer (GFRP) profile. The layers of FG-CNTRC surfaces were reinforced with different proportions of CNT. The reference sample was made of only a pultruded GFRP profile. In the study, the reference sample and four samples with CNT were tested under compression. The largest buckling load difference between the reference sample and the sample with CNT was 37.7%. The difference between the analytical calculation results and experimental results was obtained with an approximation of 0.49%-4.92%. Finally, the buckling, debonding, interlaminar cracks, and fiber breakage were observed in the samples.