Derivation of a multi-scale model for Strain-Hardening Cement-based Composites (SHCC) under monotonic and cyclic tensile loading

Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F09%3A00166558" target="_blank" >RIV/68407700:21110/09:00166558 - isvavai.cz</a>
Výsledek na webu
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Jazyk výsledku
angličtina
Název v původním jazyce
Derivation of a multi-scale model for Strain-Hardening Cement-based Composites (SHCC) under monotonic and cyclic tensile loading
Popis výsledku v původním jazyce
Paper presents the derivation of constitutive relations for Strain-Hardening Cement-based Composites (SHCC) under monotonic and cyclic tensile loading. These constitutive relations result from a sound physical model which links different levels of observation from the behaviour of individual fibres to the overall response of the composite material. As an experimental basis for modelling, single fibre pullout tests were used.
Název v anglickém jazyce
Derivation of a multi-scale model for Strain-Hardening Cement-based Composites (SHCC) under monotonic and cyclic tensile loading
Popis výsledku anglicky
Paper presents the derivation of constitutive relations for Strain-Hardening Cement-based Composites (SHCC) under monotonic and cyclic tensile loading. These constitutive relations result from a sound physical model which links different levels of observation from the behaviour of individual fibres to the overall response of the composite material. As an experimental basis for modelling, single fibre pullout tests were used.

Rok uplatnění
2009
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

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