The Finite Element Method for Solid and Structural Mechanics, Sixth Edition

4.6: Generalized Plasticity

4.6 Generalized Plasticity

Plastic behaviour characterized by irreversibility of stress paths and the development of permanent strain changes after a stress cycle can be described in a variety of ways. One form of such description has been given in Sec. 4.3. Another general method is presented here.

4.6.1 Non-Associative Case - Frictional Materials

This approach assumes a priori the existence of a rate process which may be written directly as

(4.144)

in which the matrix D * depends not only on the stress ? and the state of parameters ?, but also on the direction of the applied stress (or strain) rate (or ).58 A slightly less ambitious description arises if we accept the dependence of D * only on two directions - those of loading and unloading. If in the general stress space we specify a 'loading' direction by a unit vector n given at every point (and also depending on the state parameters ?), as shown in Fig. 4.9, we can describe plastic loading and unloading by the sign of the projection . Thus

(4.145)

while is a neutral direction in which only elastic straining occurs. One can now write quite generally that

(4.146)

where the matrices and depend only on the state described by ? and ?.


Figure 4.9: Loading and unloading directions in stress space.

The specification of and must be such that in the neutral direction of the stress increment

UNLIMITED FREE
ACCESS
TO THE WORLD'S BEST IDEAS

SUBMIT
Already a GlobalSpec user? Log in.

This is embarrasing...

An error occurred while processing the form. Please try again in a few minutes.

Customize Your GlobalSpec Experience

Category: Mechanical Testing Services
Finish!
Privacy Policy

This is embarrasing...

An error occurred while processing the form. Please try again in a few minutes.