CRACK GROWTH RESISTANCE INCREASE OF REINFORCED CONCRETE DAMAGED BY CORROSION WITH REDUCTION OF PRESTRESSING

Abstract

The method of quantity estimation of influence of reinforced concrete reduction on increase of resistance to crack formation of reinforced elements, damaged by corrosion is presented. The level of prestressing is taken into consideration also.

Keywords

• силовое сопротивление
• обжатие железобетона
• коррозионные повреждения
• потери обжатия