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SHCC and R/SHCC have the ability to form multiple cracks with limited crack widths during the strain-hardening phase (Paul and van Zijl 2013).
Polyvinyl Alcohol-Engineered Cementitious Composites (PVA-ECC) designed based on micromechanics exhibit high tensile ductility (above 1%) and limited crack widths (below 100 μm).
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Unlike conventional concrete, structural topping made of ECC exhibited multi-cracking behaviour with limited crack width and compatible deformations with embedded reinforcement at the initial stage of CAA.
Often, there is a tendency to design the structure so that the crack does not arise or arise only with the limited crack width.
The limited number of cracks and larger crack widths in mortar specimens (Fig. 7a) are believed to be the reason for macro-cell corrosion.
Fibers primarily control the propagation of cracks and limit the crack width.
The maximum crack width was reduced by increasing the number of strands and including steel fibers, and the steel fibers also effectively limited crack propagation, the number of cracks formed, and concrete spalling.
b Maximum crack widths.
The number of cracks and crack widths were recorded.
The residual total shear crack widths (mm).
Crack widths and crack spacing were also recorded.
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