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...

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Bibliographic Details
Main Authors: Lenganji Simwanda, Nico De Koker, Celeste Viljoen, Adewumi John Babafemi
Format: Article
Language:English
Published: CTU Central Library 2022-08-01
Series:Acta Polytechnica CTU Proceedings
Subjects:
Online Access:https://ojs.cvut.cz/ojs/index.php/APP/article/view/8409

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