Instabilized Crack Growth
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21610%2F01%3A07065971" target="_blank" >RIV/68407700:21610/01:07065971 - 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
Instabilized Crack Growth
Original language description
In order to model the fracture behaviour of structures of concrete-like materials, the cohesive-crack simulation is introduced. A direct boundary element method is used and indicated to be efficient, given the circumstances that are described by non-linearity on interfaces only. Procedures for the direction quest and interface adaptation in growth study and for the stipulation of the resistance to a process zone-tip advance are worked out and tested. Softening as an instabilizing consideration includedin the cohesive-crack model can bring about trajectory bifurcations (equilibrium branching), and instabilized both the internal (snapback) one and when controlled load
Czech name
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Czech description
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Classification
Type
D - Article in proceedings
CEP classification
JN - Civil engineering
OECD FORD branch
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Result continuities
Project
<a href="/en/project/GA103%2F00%2F0897" target="_blank" >GA103/00/0897: The fatigue problem of the breathing webs of steel girders</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Others
Publication year
2001
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
Boundary Elements XXIII
ISBN
1-85312-863-5
ISSN
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e-ISSN
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Number of pages
10
Pages from-to
23-32
Publisher name
WIT Press
Place of publication
Boston
Event location
Lemnos
Event date
May 6, 2001
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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