Geometrically nonlinear analysis of reinforced concrete structures after crack occurrence

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F09%3APU86065" target="_blank" >RIV/00216305:26110/09:PU86065 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Result language
čeština
Original language name
Geometricky nelineární analýza železobetonových konstrukcí po vzniku trhlin
Original language description
Displacement of reinforcement concrete beam structures is significantly influenced by the rheology of concrete and by the development of cracks. For a member in compression it is necessary to also take into account geometrically non-linear behaviour. Thepaper is mainly focused on a geometrically non-linear solution and its connection to the previously mentioned problems. An example that verifies the geometrically nonlinear solution and an example of the connection of all analyses are shown.
Czech name
Geometricky nelineární analýza železobetonových konstrukcí po vzniku trhlin
Czech description
Displacement of reinforcement concrete beam structures is significantly influenced by the rheology of concrete and by the development of cracks. For a member in compression it is necessary to also take into account geometrically non-linear behaviour. Thepaper is mainly focused on a geometrically non-linear solution and its connection to the previously mentioned problems. An example that verifies the geometrically nonlinear solution and an example of the connection of all analyses are shown.

Project
<a href="/en/project/GP103%2F06%2FP252" target="_blank" >GP103/06/P252: Analysis of structures building step-by-step with influence of material and geometrical nonlinearities and rheology of concrete</a><br>
Continuities
Z - Vyzkumny zamer (s odkazem do CEZ)

Publication year
2009
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

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