Theoretical Probabilistic Nonlinear Analysis of Post-Tensioned Bridge Cross-Sections with the Application of Random Fields

The paper presents a proprietary procedure for the analysis of normal stress distributions in post-tensioned cross-sections. It has a significant advantage over conventional commonly used approaches based solely on the envelope analysis as it provides stress levels in all components of the cross-sec...

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Bibliographic Details
Main Author: Owerko Piotr
Format: Article
Language:English
Published: Sciendo 2023-07-01
Series:Architecture, Civil Engineering, Environment
Subjects:
Online Access:https://doi.org/10.2478/acee-2023-0022