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Re: stress vs. strain determines crack limit



seferiad wrote:
Hello,
With respect to classic power-law crack growth in brittle materials,  the
critical limit is given by

K = Y*S*a^1/2,  where Y is a constant, S is the applied stress, and a is the
crack length (which is taken as a square root).

My question is : What is the true independent variable (i.e., stress or
strain) that determines when the material fractures?  This equation suggests
that it is the stress, since the strain is not given, but that might be more
for convenience since we tend to measure stress, not strain.

Assuming the stress-strain relationship were perfectly linear it wouldn't
matter, but since materials fracture in a regime in which the stress-strain
is not linear, it changes the interpretation of fracture data.

Thanks,
Jay


I suggest that you do some basic reading on both "Brittle Fracture" and Fracture Mechanics.

The original Griffith papers were based on the basic concept of fracture being controlled by the development of stresses at the crack tip sufficiently large to cause atomic rupture.

If you think about the Griffith model carefully, then you will realize that if you are in a strain controlled situation, then you may have to do a little more clever thinking to translate that strain control into the key concept of stress development at the crack tip.

If you proceed to the next generation of ideas by Irwin, you find the key concept now is the strain energy release rate, and it must be sufficently large to overcome the plastic work of fracture.

Then, if you think more about it, you will realize that if you are in a strain controlled loading situation, your job is to translate the body mechanics down to understanding the crack tip strain energy release rate.

So, if you ask "Is fracture stress controlled or strain controlled?", the answer is something like:
___ "NO, you have to still understand the mechanics of each case."


Fracture has been a sort of intellectual pain in the anus for several centuries.

It still is far from being put in the can and stuck on the shelf as a cookbook sort of thing, which too many engineers desire greatly today, and have desired greatly for more than a century. None of this stops people from trying, though.

Jim


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