Effect of Creep of Polymeric Fibres on Deformation of Fibre Concrete Beam Elements under the Long-term Loading
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F11%3A00184034" target="_blank" >RIV/68407700:21110/11:00184034 - isvavai.cz</a>
Result on the web
—
DOI - Digital Object Identifier
—
Alternative languages
Result language
angličtina
Original language name
Effect of Creep of Polymeric Fibres on Deformation of Fibre Concrete Beam Elements under the Long-term Loading
Original language description
The paper deals with behaviour of fibre concrete members with polymeric fibres after formation of micro-crack. The polymeric fibres creep under long-term loading. For steel fibres the effect of creep can be neglected. The creep of polymeric fibres aftercracking can significantly affect the service-ability limit state design. The paper presents long-term experimental research that shall verify significance of the creep effect on the long-term behaviour of the fibre concrete element with polymeric fibres.
Czech name
—
Czech description
—
Classification
Type
O - Miscellaneous
CEP classification
JN - Civil engineering
OECD FORD branch
—
Result continuities
Project
Result was created during the realization of more than one project. More information in the Projects tab.
Continuities
S - Specificky vyzkum na vysokych skolach
Others
Publication year
2011
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů