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Question on non-linear iteration in cases of force-controlled loading and displacement-controlled loading

Submitted by Liu Jinxing on

In all textbooks, when iteration methods are introduced, the iterative formula is always H(x)x+f=0, where f is the external force applied on the system. All methods are stated when f is fixed.

These methods cann't be used directly to the displacement-controlled case, unfortunately. The reason is that the external force f keeps changing during the iteration. In this case, f is determined due to both the controlled displaement and the instant system stiffness, of which the former is fixed but the latter keeps changing during the iteration. As a result, the external force f is not fixed.

In fact, when it comes to ABAQUS UMAT, it is always a problem of fixed-deformation instead of fixed-loading. Therefore, the iterative methods on textbook cann't be used directly.

Who can recommend some proper books on that topic, pls ?   :)

Hello,

References 1, 2 and 4 discuss load control, displacement control and arc length control.  Reference 4 has a particularly nice discussion of the various techniques.  I used reference 4 to write a program using displacement control.  You may look at a paper I wrote which provides an algorithm for displacement control (http://people.wallawalla.edu/~louie.yaw/Co-rotational_docs/2Dcorot_trus…).

Reference 3 discusses generalized displacement control.

REFERENCES

1.  Crisfield, M. A. (1991). Non-linear Finite Element Analysis of Solids and Structures

Vol 1. Chichester, England: John Wiley & Sons Ltd.



2.  M. J. Clarke and G. J. Hancock. A study of incremental-iterative strategies for non-linear

analyses. International Journal for Numerical Methods in Engineering, 29:1365-1391, 1990.



3.  Y. B. Yang, L. J. Leu, and Judy P. Yang, Key Considerations in Tracing the Postbuckling

Response of Structures with Multi Winding Loops, Mechanics of Advanced Materials and

Structures, 14:175-189, 2007.



4.  McGuire, W., Gallagher, R. H., and Ziemian, R. D., Matrix structural analysis, 2nd Ed.,

Wiley, New York, 2000.

 I hope this is what you were looking for.

 regards,

Louie

Fri, 10/30/2009 - 17:18 Permalink