Časovni odziv ojačanih betonskih konstrukcij pri poljubnem nivoju napetosti : doktorska disertacija

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Časovni odziv ojačanih betonskih konstrukcij pri poljubnem nivoju napetosti : doktorska disertacija

Lopatič, Jože

V disertaciji je obravnavana nelinearna analiza časovnega odziva ojačanih betonskih konstrukcij z upoštevanjem reologije materiala in postopne gradnje konstrukcije. Razvita metoda analize je omejena ... na ravninske linijske konstrukcije, ki so lahko klasično armirane, prednapete ali sovprežne. Nivo napetosti je pri tem lahko poljuben. Analiza temelji na metodi končnih elementov. Razen geometrijske nelinearnosti konstrukcije, nelinearnosti konstitutivnih zakonov materialov pri kratkotrajnem obremenjevanju in osnovnihreoloških vplivov, je zajet tudi vpliv visokih nivojev napetosti na povečanje lezenja betona (nelinearno lezenje betona) in vpliv dalj časa trajajočih visokih nivojev napetosti na zmanjševanje tlačne trdnosti betona. Z upoštevanjem reoloških vplivov po nelinearni teoriji je izpeljan konstitutivni zakon betona v prirastkovni obliki

Type of material - dissertation ; adult, serious

Publication and manufacture - Ljubljana : [J. Lopatič], 1997

Language - slovenian

COBISS.SI-ID - 108641

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Author
Lopatič, Jože

Other authors
Saje, Franc, 1941- | Banovec, Jurij

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GS II 489629 glavno skladišče	available - reading room

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Year	Impact factor		Edition		Category		Classification
Year	JCR	SNIP	JCR	SNIP	JCR	SNIP	JCR	SNIP

Links to authors' personal bibliographies	Links to information on researchers in the SICRIS system
Lopatič, Jože	08443
Saje, Franc, 1941-	08107
Banovec, Jurij	00841

Source: Personal bibliographies and: SICRIS

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