Physical properties of wheat (initial density and moisture content) and the boundary conditions (axial strain rate and confining pressure) affected both the axial and volumetric stress-strain en masse behavior in triaxial tests. Measured stress-strain trends indicated that the deviatoric stress at failure was larger for the test samples with higher density; whereas, the ratio of deviatoric stress at failure decreased as confining pressure increased. Fourteen elastoplastic parameters, as used in Lade's constitutive model, were determined for wheat en masse from axial and isotropic compression triaxial tests at two initial densities, one moisture content and two axial strain stress rates. The χ2 test validated the use of Lade's model, at 0.05 level of significance, for simulating wheat en masse load response within the range of test conditions studied.
|Original language||English (US)|
|Number of pages||9|
|Journal||Transactions of the American Society of Agricultural Engineers|
|State||Published - Jan 1989|
All Science Journal Classification (ASJC) codes
- Agricultural and Biological Sciences (miscellaneous)