Advanced Analytical Model of Strength in Quasibrittle Media

but.event.date25.01.2024cs
but.event.titleJuniorstav 2024cs
dc.contributor.authorKučera, Michal
dc.contributor.authorVořechovský, Miroslav
dc.date.accessioned2024-05-07T08:53:24Z
dc.date.available2024-05-07T08:53:24Z
dc.date.issued2024-05-07cs
dc.description.abstractThe 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.en
dc.formattextcs
dc.format.extent1-7cs
dc.format.mimetypeapplication/pdfen
dc.identifier.citationJuniorstav 2024: Proceedings 26th International Scientific Conference Of Civil Engineering, s. 1-7. ISBN 978-80-86433-83-7.cs
dc.identifier.doi10.13164/juniorstav.2024.24123en
dc.identifier.isbn978-80-86433-83-7
dc.identifier.urihttps://hdl.handle.net/11012/245452
dc.language.isoencs
dc.publisherVysoké učení technické v Brně,Fakulta stavebnícs
dc.relation.ispartofJuniorstav 2024: Proceedings 26th International Scientific Conference Of Civil Engineeringcs
dc.relation.urihttps://juniorstav.fce.vutbr.cz/proceedings2024/
dc.rights© Vysoké učení technické v Brně,Fakulta stavebnícs
dc.rights.accessopenAccessen
dc.subjectRandom strength fielden
dc.subjectmesoscaleen
dc.subjectconcreteen
dc.subjectFPZen
dc.subjectweibull theoryen
dc.titleAdvanced Analytical Model of Strength in Quasibrittle Mediaen
dc.type.driverconferenceObjecten
dc.type.statusPeer-revieweden
dc.type.versionpublishedVersionen
eprints.affiliatedInstitution.departmentFakulta stavebnícs
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