Stochastic modeling of multifilament yarns as a reinforcement for textile reinforced concrete
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F04%3APU44799" target="_blank" >RIV/00216305:26110/04:PU44799 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Alternative languages
Result language
čeština
Original language name
Stochastické modelování mnohovláknitých svazků pro vyztužení betonu
Original language description
The paper presents numerical studies of sources of randomness as they occur in laboratory tensile tests of multifilament yarns of glass textile reinforcement for concrete. The main phenomenon under study is the length effect on the yarn tensile strength.The newly formulate deterministic micromechanical model constitutes the stepping stone for stochastic simulations of strength and the whole response to tensile load. We study sources of randomness both across the yarn and along the filaments. Emphasizeis given to simulation of spatial variability by random fields and the existence of statistical length scales. The analyses are compared to theoretical and laboratory results and the directions of future research are recommended.
Czech name
Stochastické modelování mnohovláknitých svazků pro vyztužení betonu
Czech description
The paper presents numerical studies of sources of randomness as they occur in laboratory tensile tests of multifilament yarns of glass textile reinforcement for concrete. The main phenomenon under study is the length effect on the yarn tensile strength.The newly formulate deterministic micromechanical model constitutes the stepping stone for stochastic simulations of strength and the whole response to tensile load. We study sources of randomness both across the yarn and along the filaments. Emphasizeis given to simulation of spatial variability by random fields and the existence of statistical length scales. The analyses are compared to theoretical and laboratory results and the directions of future research are recommended.
Classification
Type
D - Article in proceedings
CEP classification
JM - Structural engineering
OECD FORD branch
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Result continuities
Project
<a href="/en/project/GA103%2F04%2F2092" target="_blank" >GA103/04/2092: Model identification and optimization at material a structural levels</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)<br>Z - Vyzkumny zamer (s odkazem do CEZ)
Others
Publication year
2004
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
PPK 2004 PRAVDĚPODOBNOST PORUŠOVÁNÍ KONSTRUKCÍ
ISBN
80-214-2718-3
ISSN
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e-ISSN
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Number of pages
8
Pages from-to
257-264
Publisher name
VUT v Brně
Place of publication
Brno
Event location
Brno
Event date
Oct 6, 2004
Type of event by nationality
CST - Celostátní akce
UT code for WoS article
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