Hi All,
I am looking to extract shear strains from a model to compare with shear box test data and determine if my ground will be subject to any strain softening.
I believe the output cartesian strain (gammaxy) is the shear strain I'm interested in - but given it is a cartesian strain, is there a risk it doesn't capture the maximum shear strain?
The only "gamma" strain under the total strain section is deviatoric strain. This is a shear strain, but again does it capture the maximum shear strain?
Has anyone done a similar task and have any thoughts on the most appropriate output?
Thank you,
Rebecca