Experimental Study and Mathematical Modeling of Bond of Different Types Winding Glass-Plastic Reinforcement with Concrete

Abstract:

The experimental studies of flat and relief glass-plastic reinforcement bond with concrete were conducted. The comparative analysis of obtained experimental data with results of other researchers in field of reinforcement and concrete bond was made. It was identified that composite reinforcement with flat winding has better bond characteristics in comparison with steel reinforcement and other winding types composite reinforcement. The analytical dependencies, allowing to simulate the process of fiber-plastic reinforcement bond with concrete, were obtained. The finite element modeling of deformation process of concrete foundation of transport constructions with fiber-plastic reinforcement were made.

• Periodical: Applied Mechanics and Materials (Volume 617)
• Pages: 215-220
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.617.215
• Online since: August 2014
• Authors: Andrey Benin*, Galina Bogdanova, Sergey Semenov
• Keywords: Bond, Flat Winding, Glass Fiber Reinforced Polymer (GFRP), Nonlinear Concrete Models, Pull-Out Test

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