Crack Patterns Resulting from High Strain-Rate Tests on Concrete
Abstract
Surface crack patterns were obtained for compression of small concrete specimens at high strain rates in a Split-Hopkinson pressure bar (SHPB) . Visible macrocracks were not discernible until the peak stress of the stress- strain curve. The peak stress and associated strain increase with increasing strain rate. Crack density (mm2/mm3) when plotted versus strain was found to increase very fast initially and then become asymptotic to a linear function of strain.... Split-Hopkinson pressure bar, High strain rate, Impulse loading, Crack density, Crack pattern, Concrete compression.
Document Details
- Document Type
- Technical Report
- Publication Date
- Mar 01, 1992
- Accession Number
- ADA260240
Entities
People
- C. Allen Ross
Organizations
- University of Florida