Stručni rad

https://doi.org/10.32762/zr.25.1.8

Stress Analysis of Reinforced Concrete Dam under Basic Loads and Earthquakes

Filip Grgić orcid.org/0000-0001-7496-1160 ; Sveučilište Josipa Jurja Strossmayera u Osijeku, Građevinski i arhitektonski fakultet Osijek,
Katja Grgić orcid.org/0000-0003-1453-8939 ; Sveučilište Josipa Jurja Strossmayera u Osijeku, Građevinski i arhitektonski fakultet Osijek,
Željko Šreng ; Sveučilište Josipa Jurja Strossmayera u Osijeku, Građevinski i arhitektonski fakultet Osijek,
Ivan Kraus orcid.org/0000-0002-4479-1487 ; Sveučilište Josipa Jurja Strossmayera u Osijeku, Građevinski i arhitektonski fakultet Osijek,
Ana Perić ; Sveučilište Josipa Jurja Strossmayera u Osijeku, Građevinski i arhitektonski fakultet Osijek,

Sažetak

In this paper, the dimensioning of a high massive reinforced concrete dam according to the conditions of general structural stability was performed. The values of normal stresses in the dam body were calculated by an analytical procedure. A comparison was performed with the results of stress values obtained by numerical analysis in the SAP2000 software. Three load combinations for two foundation rock types were tested. A stronger correlation of numerical and analytical results was observed in the case of the foundation on harder rock.

Ključne riječi

dam; analytical model; numerical model; rock; earthquake

Hrčak ID:

288287

URI

https://hrcak.srce.hr/288287

Datum izdavanja:

22.12.2022.

Podaci na drugim jezicima: hrvatski

Posjeta: 434 *