Finite element fracture analysis of reinforced SHCC members

Result code in IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F09%3A00166552" target="_blank" >RIV/68407700:21110/09:00166552 - 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

Finite element fracture analysis of reinforced SHCC members

Original language description

After a brief review of various existing approaches to FEM modeling of fracture in R/SHCC structural members, a methodology based on a treatment of individual cracks is proposed. This method is shown to provide more accurate reproduction of experimentalresults, especially when SHCC material is exposed to non-proportional loading. Analytical results also indicate that when a multiply cracked SHCC is exposed to shearing, it may lose some of its strength and deformational capacity, probably due to shearing-induced damage of fiber bridging.

Czech name

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Czech description

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Type

D - Article in proceedings

CEP classification

JN - Civil engineering

OECD FORD branch

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Project

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Continuities

Z - Vyzkumny zamer (s odkazem do CEZ)

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

8

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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