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

Result code in 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>

Result on the web

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DOI - Digital Object Identifier

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Result language

angličtina

Original language name

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

Original language description

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.

Czech name

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Czech description

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Type

D - Article in proceedings

CEP classification

JI - Composite materials

OECD FORD branch

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Project

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Continuities

S - Specificky vyzkum na vysokych skolach

Publication year

2009

Confidentiality

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Article name in the collection

Advances in cement-based materials

ISBN

978-0-415-87637-7

ISSN

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e-ISSN

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Number of pages

9

Pages from-to

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Publisher name

CRC Press/Balkema

Place of publication

Leiden

Event location

Stellenbosch

Event date

Nov 17, 2009

Type of event by nationality

WRD - Celosvětová akce

UT code for WoS article

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