Hello,
I am trying to model the stress-strain response of a single geogrid element (biaxial polypropylene geogrid) under cyclic uniaxial loading. I am asking if anyone has a suggestion for a material to use in order to accurately model this. The material needs to work in tension only, and it must produce a large residual strain during the first loading cycle and small residual strains in each additional loading cycle. Any suggestions or help is appreciated!
Thank you,
Brandon Schiller
Department of Structural Engineering
University of California, San Diego
E: bschiller@ucsd.edu
Question about Modeling Geosynthetic Material
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