Advanced Analytical Model of Strength in Quasibrittle Media
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F24%3APU152359" target="_blank" >RIV/00216305:26110/24:PU152359 - isvavai.cz</a>
Result on the web
<a href="https://juniorstav.fce.vutbr.cz/wp-content/uploads/2024/04/03_DOI_24123-FINAL-michal-kucera.pdf" target="_blank" >https://juniorstav.fce.vutbr.cz/wp-content/uploads/2024/04/03_DOI_24123-FINAL-michal-kucera.pdf</a>
DOI - Digital Object Identifier
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Alternative languages
Result language
angličtina
Original language name
Advanced Analytical Model of Strength in Quasibrittle Media
Original language description
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.
Czech name
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Czech description
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Classification
Type
O - Miscellaneous
CEP classification
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OECD FORD branch
20101 - Civil engineering
Result continuities
Project
<a href="/en/project/GF22-06684K" target="_blank" >GF22-06684K: Energy dissipation-based approach to stochastic fatigue of concrete considering interacting time and temperature effects</a><br>
Continuities
S - Specificky vyzkum na vysokych skolach
Others
Publication year
2024
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů