Moment-Axial Domain of Corroded R.C. Columns

Research output: Chapter in Book/Report/Conference proceedingChapter


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.
Original languageEnglish
Title of host publicationProceedings of Italian Concrete Days 2016
Number of pages14
Publication statusPublished - 2018

Publication series


All Science Journal Classification (ASJC) codes

  • Civil and Structural Engineering

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