Fatigue performance of pre-stressed and reinforced concrete

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F10%3A00174255" target="_blank" >RIV/68407700:21110/10:00174255 - 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
Fatigue performance of pre-stressed and reinforced concrete
Original language description
High stress ranges in structures like bridges or crane-ways can result into accelerated crack propagation, higher deflections, structural stiffness reduction and consequently into fatigue failure. The introduced mathematical tool for describing the strain development, i.e. the increase of deflections, in a concrete specimen subjected to cyclic loading - the fatigue damage function - is verified on both pre-stressed and reinforced concrete specimens.
Czech name
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Czech description
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Project
<a href="/en/project/GA103%2F08%2F1677" target="_blank" >GA103/08/1677: Development of Methods for increase of Reliability, Load carrying capacity and Life-Cycle Performance of Bridges</a><br>
Continuities
Z - Vyzkumny zamer (s odkazem do CEZ)

Publication year
2010
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Article name in the collection
Advances and Trends in Structural Engineering, Mechanics and Computation
ISBN
978-0-415-58472-2
ISSN
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e-ISSN
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Number of pages
4
Pages from-to
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Publisher name
University of Cape Town
Place of publication
Cape Town
Event location
Cape Town
Event date
Sep 6, 2010
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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