'Finite strain' presentation slideshows

Strain I

Strain I. Recall: Pressure and Volume Change. The 3D stresses are equal in magnitude in all directions (as radii of a sphere) The magnitude is equal to the mean of the principal stresses . The mean stress or hydrostatic component of stress: P = ( s 1 + s 2 + s 3 ) / 3

810 views • 53 slides

Strain I

Strain I. Recall: Pressure and Volume Change. The 3D stresses are equal in magnitude in all directions (as radii of a sphere) The magnitude is equal to the mean of the principal stresses . The mean stress or hydrostatic component of stress: P = ( s 1 + s 2 + s 3 ) / 3

575 views • 53 slides

Continuum damage mechanics of geomaterials at finite strain

Continuum damage mechanics of geomaterials at finite strain. MDU. A. Karrech, Research Scientist, CSIRO K. Regenauer-Lieb, T. Poulet, P. Schaubs, Y, Zhang 29 September 2010. Outline. 1 Background Motivation Current approach 2 Elasto-visco-plasticity at finite strain

712 views • 43 slides

Using GPS velocities to understand crustal strain

673 views • 38 slides

Time Dependent Estimates of the Velocity Gradient Tensor Field for Transient Detection

283 views • 18 slides

Sections

304 views • 5 slides