Strain rate influence in discrete model for concrete fracture
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F17%3APU123353" target="_blank" >RIV/00216305:26110/17:PU123353 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Alternative languages
Result language
angličtina
Original language name
Strain rate influence in discrete model for concrete fracture
Original language description
The contribution presents simulations of concrete specimens loaded under various displacement rates. The meso-level discrete particle model is used within this contribution. In this model, the material is represented by a system of interconnected discrete particles of polyhedral shape that are assumed to be ideally rigid. The model is applied to simulations of compact tension specimens. The simulations predict higher loading capacity and crack branching for specimens loaded under higher displacement rates. No strain rate dependence of material properties is used within this contribution.
Czech name
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Czech description
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Classification
Type
D - Article in proceedings
CEP classification
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OECD FORD branch
20102 - Construction engineering, Municipal and structural engineering
Result continuities
Project
<a href="/en/project/LO1408" target="_blank" >LO1408: AdMaS UP – Advanced Building Materials, Structures and Technologies</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Others
Publication year
2017
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
Juniorstav 2017
ISBN
978-80-214-5473-6
ISSN
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e-ISSN
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Number of pages
6
Pages from-to
1-6
Publisher name
Neuveden
Place of publication
Brno, Česká republika
Event location
Brno
Event date
Jan 26, 2017
Type of event by nationality
EUR - Evropská akce
UT code for WoS article
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