Abstract
The article is devoted to the experimental behavioral research of concrete elements with basalt-plastic reinforcement of rhombic relief under flexure with failure along the oblique section from the action of lateral force. The plan of the experiment provides for testing two types of concrete beams; the first type is with basalt-plastic nonmetallic reinforcement, the second type is with steel reinforcement. The samples were tested for durability, fracture strength and stress-strain behavior. Comparative analysis of the behavior of flexural elements with steel and basalt-plastic reinforcement under load was conducted. The article describes the results of experimental data analysis.
This content is only available via PDF.
2015. International Society of Offshore and Polar Engineers
You can access this article if you purchase or spend a download.
