High temperature fatigue and cyclic creep of P91 steel.
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68081723%3A_____%2F01%3A07013327" target="_blank" >RIV/68081723:_____/01:07013327 - isvavai.cz</a>
Alternative codes found
RIV/68081723:_____/02:07023115
Result on the web
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DOI - Digital Object Identifier
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Alternative languages
Result language
angličtina
Original language name
High temperature fatigue and cyclic creep of P91 steel.
Original language description
Cyclic plastic response of martensite ferritic 9Cr steel was investigated at 600 C under symmetrical and asymmetrical loading. Cyclic softening was found to be the main characteristic cyclic deformation feature. The tensile mean stress promotes the cyclic plasticity and results in cyclic creep. Fatigue loading with 2Hz frequency reduces the creep rate when compared to sustained loading at maximum stress. An exponential relation between the instantaneous plastic strain amplitude and the cyclic creep ratefor constant mean stress was experimentally determined.
Czech name
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Czech description
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Classification
Type
D - Article in proceedings
CEP classification
JL - Fatigue and fracture mechanics
OECD FORD branch
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Result continuities
Project
<a href="/en/project/IBS2041001" target="_blank" >IBS2041001: Degradation of properties and lifetime assessment of engineering materials under mechanical loading</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
Temperature-fatigue interaction.
ISBN
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ISSN
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e-ISSN
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Number of pages
8
Pages from-to
131-138
Publisher name
Société francaise de métalurgie et de matériaux, Commision de Fatique
Place of publication
Paris
Event location
Paris [FR]
Event date
May 29, 2001
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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