KirbyWan
Aerospace
- Apr 18, 2008
- 586
Howdy all,
I've run a compression test per ASTM D695 and section 3.2.11 indicates the "offset compressive yield strength -- the stress at which the stress-strain curve departs from linearity by a specified percent of deformation." For metals the way this is done (I think) is they take the slope of the elastic region, and shift it to the right by .02 strain. Should I be using .02 strain for plastic as well? It's softer and deforms easier, maybe I should have a higher strain offset. When I look at some TDS for plastic materials it lists "Compressive properties 10% strain" Would that be shifting the slope of the elastic region to the right by .1 strain and then seeing where it hits the stress strain curve or just going up from .1 strain to get the stress? I've included a graph of the data for the material we're characterizing. I've included a picture of the stress-strain curve with the slope of the elastic region shifted by .1 strain.
Thanks,
-Kirby
Kirby Wilkerson
Remember, first define the problem, then solve it.
I've run a compression test per ASTM D695 and section 3.2.11 indicates the "offset compressive yield strength -- the stress at which the stress-strain curve departs from linearity by a specified percent of deformation." For metals the way this is done (I think) is they take the slope of the elastic region, and shift it to the right by .02 strain. Should I be using .02 strain for plastic as well? It's softer and deforms easier, maybe I should have a higher strain offset. When I look at some TDS for plastic materials it lists "Compressive properties 10% strain" Would that be shifting the slope of the elastic region to the right by .1 strain and then seeing where it hits the stress strain curve or just going up from .1 strain to get the stress? I've included a graph of the data for the material we're characterizing. I've included a picture of the stress-strain curve with the slope of the elastic region shifted by .1 strain.
Thanks,
-Kirby
Kirby Wilkerson
Remember, first define the problem, then solve it.