Reduction mechanisms of static compressive strength in concrete due to permeation of liquids

摘要

Reduction mechanisms of the static compressive strengths in concrete due to liquid permeation are studied. The consumed energies under static compression are taken into account in failure process. The "crack-nucleation energy," which increases exponentially as the strain increases, decreases with the increase in either the moisture content or the surface tension of permeating liquid. It is clarified that the decrease in the compressive strength of concrete due to permeation of liquids results from the reduction in the surface energy associated with the nucleation of internal micro-cracks.