Calculation of Pre-Stressed Structures using High-strength reinforcement without concrete-to-steel bond

Abstract

The article deals with the method of calculation of a pre-stressed beam for the first group of limit states without adhesion of wire-rope reinforcement with concrete (monostrand) in the curved position. To verify the plausibility of hypothesis, a numerical simulation was done in the software complex ABAQUS for stress-strain state with such beam until the destruction. The analysis of the received results is executed and the conclusion of the performance a structures of their kind.