Original title: Advanced Analytical Model of Strength in Quasibrittle Media
Authors: Kučera, Michal ; Vořechovský, Miroslav
Document type: Papers
Language: eng
Publisher: Vysoké učení technické v Brně,Fakulta stavební
Abstract: The purpose of this work is to extend the use of a recently developed analytical model of concrete fracture behavior to general load cases. The model reflects the stress redistribution processes in the fracture process zone by averaging the local material strength. Analytically, the probability that the spatial stress field attains the averaged strength field is obtained, resulting in a full probability density function of random structural strength, which naturally captures all sources of structural size effect. The expanded version of this model can be used in various general load cases.
Keywords: concrete; FPZ; mesoscale; Random strength field; weibull theory
Host item entry: Juniorstav 2024: Proceedings 26th International Scientific Conference Of Civil Engineering, ISBN 978-80-86433-83-7

Institution: Brno University of Technology (web)
Document availability information: Fulltext is available in the Brno University of Technology Digital Library.
Original record: https://hdl.handle.net/11012/245452

Permalink: http://www.nusl.cz/ntk/nusl-614361

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Universities and colleges > Public universities > Brno University of Technology
Conference materials > Papers
 Record created 2024-05-12, last modified 2024-05-12

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