Department of Civil Engineering
University of California at Berkeley, U.S.A.
Department of Building Technology and Structural Engineering
Aalborg University, Denmark
The aim of this investigation is to model the debonding cracks between the main reinforcement and concrete for fibrous and non-fibrous reinforced concrete beams, as well as the influence of fibers on the crack widths, using the finite element code DIANA. These debonding cracks can be preserved using a molten metal alloy, and subsequently observed using scanning electron microscopy (SEM).
Keywords: Debonding cracks, Fibrous and non-fibrous reinforced concrete, Wood's metal, scanning electron microscopy, image analysis.
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