lupex
Geotechnical
- May 30, 2010
- 3
Hi guys,
Did any of you tested the response of a simple linear-elastic material to pure shear and simple shear?
Did you notice which of the two is more energy expensive?
How prior pure shear can influence subsequent simple shear?
Cheers
Did any of you tested the response of a simple linear-elastic material to pure shear and simple shear?
Did you notice which of the two is more energy expensive?
How prior pure shear can influence subsequent simple shear?
Cheers