Cracking of SHCC due to reinforcement corrosion

Abstract

Abstract. Reinforcement corrosion is the most important deterioration mechanism affecting reinforced concrete infrastructures. After corrosion starts, expansive pressures are exerted onto the surrounding concrete, causing cracking and spalling of the cover concrete. The amount of cover cracking can possibly be reduced by using strain hardening cementitious composites (SHCCs). In this work, the ability of strain hardening cementitious composite to resist cracking due to corrosion of reinforcement is studied. An accelerated corrosion experiment is performed to speed up the corrosion process. Micro-computed X-ray tomography technique (CT-scanning) was used for monitoring rust formation during accelerated corrosion of reinforcement and subsequent cover cracking. Development of cracks in SHCC specimen was compared to a reference specimen. While the SHCC specimen developed a large number of small cracks, the reference specimen exhibited extensive spalling due to corrosion. The SHCC specimen showed superior performance compared to the reference specimen due to its multiple microcracking ability. SHCC proved to be an excellent alternative to brittle cementitious materials when corrosion induced cracking of the cover is a concern.

Study of steel corrosion in strain-hardening cementitious composites (SHCC) via electrochemical techniques

“…12), which hinders free ions movement. This finding is consistent with the research of Šavija et al [13,48] Polarization resistance R P of specimen can be roughly determined from the summation of electrolyte resistance R s , cover resistance R c , and charge transfer resistance R ct [36]. As can be seen from table 3, R ct in both R/SHCC and R/C is several orders higher than R s and R c before cover cracking and thus dominates R P of specimen.…”

Corrosion-induced cracking and bond behaviour of corroded reinforcement bars in SFRC

“…The beneficial effect of fibres on controlling splitting cracks stemming from rebar corrosion has been mentioned in the literature in several occasions. Available results showed that using fibre reinforced concrete (FRC) may significantly delay the appearance of corrosion-induced cracks [6][7][8][9]. However, the amount of fibres used in those studies was relatively high (>= 1.5% vol.).…”