6533b871fe1ef96bd12d1a21
RESEARCH PRODUCT
Moment-Axial Domain of Corroded R.C. Columns
M.f. FerrottoMaurizio PapiaGiuseppe CampioneF. CannellaLiborio Cavalerisubject
Critical loadMaterials scienceTension (physics)business.industryBond strengthBar (music)Buckling CorrosionCover spallingStructural engineeringSpallCorrosionCrackingSettore ICAR/09 - Tecnica Delle CostruzioniBucklingMoment-axial force domainbusinessConfinementdescription
In the present paper, a simplified model to determine the moment-axial force domain of the cross-section of reinforced concrete columns subjected to corrosion process is presented. The model considers members with square and rectangular cross-sections and it accounts for cover spalling, buckling of longitudinal reinforcing bars, loss of bond of bar in tension, reduction of confinement pressures (due to the reduction of the area of stirrups and cracking of concrete induced by rust formation). The analytical expressions for prediction of the area reduction of steel, bond strength and critical load of longitudinal bars utilized were verified against experimental data available literature.
| year | journal | country | edition | language |
|---|---|---|---|---|
| 2018-01-01 |