Information on Women's Wellness
Thanks for these online videos! I was just going through these, and I noticed that at 5:40 I think you made an integration mistake. It should be ln(l_i) – ln(l_0) because the antiderivative of 1/x is ln(x) + C. After FTC part 2, it simplifies to ln(l_i/l_0) by logarithm properties.
laugh less and teach more
why we dont use F/Ɛ diagram.Is it not usefull ?
hi, i come converting from engineering to true strain stress but my curve has still a negative slope is this possible or am i doing anythign wrong? (my curve is a concrete stress strain tention curve )
Sir, what is the relation between true strain and engineering strain for compression? I used the same expression i.e. True strain = ln(1+Ec), but the value is coming negative. So is there any other formula or we should just write the negative value of strain.
I like Scott Ramsay
Your email address will not be published. Required fields are marked *
Save my name, email, and website in this browser for the next time I comment.