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Elastic-Plastic Fracture Mechanics. Lecture 1

Zhigang Suo's picture

These notes belong to a course on fracture mechanics

Decouple elastic deformation of the body and inelastic process of separation. Up to this point we have been dealing with the following situation. When a load causes a crack to extend in a body, a large part of the body is elastic, and the inelastic process of separation occurs in a zone around the front of the crack. Inelastic process of separation includes, for example, breaking of atomic bonds, growth of voids, and hysteresis in deformation.

So long as the inelastic zone is much smaller than the body, we mentally decouple the elastic deformation of the body and the inelastic process of separation. The elastic deformation of the body is used to define the driving force for the extension of the crack, the energy release rate. The inelastic process of separation is left to experimental measurement. We have visited several landmarks:

  • For glass, Griffith (1921) modeled the body by the linear elastic theory, and represented the process of separation by surface energy.
  • For a metal, Irwin and Orowan (1950s) modeled the body by the linear elastic theory, and lumped the process of separation into a single parameter, the fracture energy, to be measured experimentally.
  • For rubber, Rivlin and Thomas (1953) modeled the body by the nonlinear elastic theory, and lumped the process of separation into a single parameter, the fracture energy, to be measured experimentally.

The small-scale yielding condition is difficult to apply to ductile metals. When a load causes a crack to extend in a ductile metal, the size of the plastic zone often exceeds 1 cm. To satisfy the small-scale yielding condition would require a specimen of the size of a file cabinet. While such specimens have indeed been used, they are often impractical. Furthermore, even if the fracture energy is measured for such a ductile metal, the small-scale yielding condition limits the utility of the fracture energy to large structures containing large cracks.

Elastic-Plastic Fracture Mechanics in a nutshell. The phenomenon of plastic deformation is readily demonstrated by simple experiments, such as bending a paper clip. But the theory of plasticity is rather intricate, which you will have to learn properly in a separate course. Fortunately, in formulating the elastic-plastic fracture mechanics, we need only a very simple and small part of the theory of plasticity:

When a body is subject to proportional loading, the stress-strain behavior of plastic deformation is indistinguishable from that of nonlinear elastic deformation.

For a crack extending in a body, one can separately consider inelasticity of two types:

  • Messy inelasticity. Growing voids. Breaking bonds. Hysteretic deformation. Lump everything that you don’t want to deal with into the fracture process zone.
  • Tidy inelasticity. The kind of inelasticity whose stress-strain behavior is indistinguishable from nonlinear elasticity. Model the body as a fictitious nonlinear elastic body.

So long as the zone of messy inelasticity (i.e., the fracture process zone) is much smaller than the specimen, one can extend the approach of Griffith to the fictitious nonlinear elastic solids. This idea was initially developed in several theoretical works. The J integral was developed for the fictitious nonlinear elastic solids (Rice, 1968). The crack-tip field, the HRR field, was obtained for elastic-plastic solids (Hutchinson, 1968; Rice and Rosengren, 1968). These theoretical works inspired the first experimental demonstration of elastic-plastic fracture mechanics for ductile metals (Begley and Landes, 1972).

Comments

Zhigang,

 Your statement:

"When a body is subject to proportional loading, the stress-strain
behavior of plastic deformation is indistinguishable from that of
nonlinear elastic deformation."

needs a few stipulations if the state of stress in the body is not homogeneous, and since you are discussing fracture I assume this is what you mean.  For example, if there are voids, inclusions, or cracks in the body then this statement is not always true.  You could say that in a body consisting of pure power-law hardening material subjected to proportional loading the resulting fields are indistinguishable from those in a nonlinear elastic body.  Or, that this statement holds if the stresses at all points in the body increase proportionally.  For elastic-plastic objects proportional loading at all points in the body does not usually hold, even if the applied loading is proportional.

Chad

Zhigang Suo's picture

Dear Chad:  Thank you very much for pointing out my sloppy statement.  A precise statement should begin like "When a material undergoes homogenous deformation subject to proportional loading..." 

I should then later point out that even before the crack extends, the blunting itself may cause non-proportional loading in a zone around the tip of the crack.  I should then say that the size of this zone is about several times the crack opening displacement.  We will lump any such a zone of non-proportional loading into the zone of "messy inelasticity", as illustrated in the figure taken from John Hutchinson's review.

In class last Thursday, when introducing the Begley-Landes experiement, I mentioned that I had both Begley and Landis in my class at UCSB.

As it turns out, the messy inelasticity extends througout the entire plastic zone, even if blunting is not considered!

You should also mention that the Begley in your class was in fact Begley's son, but the Landis was not Landes's son.

Zhigang Suo's picture

"As it turns out, the messy inelasticity extends througout the entire
plastic zone, even if blunting is not considered!"

Please elaborate.

"You should also mention that the Begley in your class was in fact
Begley's son, but the Landis was not Landes's son."

I did.

http://imechanica.org/node/7468

On the Path-Dependence of the J-Integral near a Stationary Crack in an Elastic-Plastic Material

I'd really like to know what you think. 

Zhigang Suo's picture

Dear Chad:  Thank you very much for pointing our your paper.  The paper really is very relevant to these lecture notes, and I'll urge the students in the class to take a look at your paper.  I've just posted a comment on your paper.  We can have a conversation under your post.

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