Structural reliability of existing rc beams strengthened with UHPFRC tensile layers
A methodology for reliability analysis of reinforced concrete (RC) beams strengthened with ultra high-performance fibre reinforced concrete (UHPFRC) tensile layers is presented. The proposed methodology includes stochastic stress-block analysis of a section, assuming a perfect bond between the RC be...
Main Authors: | , , , |
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Format: | Article |
Language: | English |
Published: |
CTU Central Library
2022-08-01
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Series: | Acta Polytechnica CTU Proceedings |
Subjects: | |
Online Access: | https://ojs.cvut.cz/ojs/index.php/APP/article/view/8409 |