COMPARISON OF CONSTRAINT LEVEL FOR WST AND BRAZILIAN DISC SPECIMENS LOADED BY MODE I
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F19%3APU140266" target="_blank" >RIV/00216305:26110/19:PU140266 - isvavai.cz</a>
Result on the web
<a href="https://www.fast.vsb.cz/export/sites/fast/228/cs/spoluprace/konference-a-seminare/modelovani-v-mechanice/mm2019_sbornik_abstraktu.pdf" target="_blank" >https://www.fast.vsb.cz/export/sites/fast/228/cs/spoluprace/konference-a-seminare/modelovani-v-mechanice/mm2019_sbornik_abstraktu.pdf</a>
DOI - Digital Object Identifier
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Alternative languages
Result language
angličtina
Original language name
COMPARISON OF CONSTRAINT LEVEL FOR WST AND BRAZILIAN DISC SPECIMENS LOADED BY MODE I
Original language description
Knowledge of quasi-brittle behaviour of civil engineering materials plays key role for numerical modelling in finite element software. One of key parameter is stress intensity factor (SIF), that describe the stress/displacement field in the vicinity of crack tip. From experimental measurement, the maximal value of force for given thickness of specimen and crack length is obtained. The precise knowledge of geometry function gives us possibility to evaluate the critical value of SIF (fracture toughness).
Czech name
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Czech description
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Classification
Type
O - Miscellaneous
CEP classification
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OECD FORD branch
20101 - Civil engineering
Result continuities
Project
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Continuities
S - Specificky vyzkum na vysokych skolach
Others
Publication year
2019
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů