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ASTM Selected Technical Papers
Elastic-Plastic Fracture: Second Symposium, Volume I—Inelastic Crack Analysis
By
CF Shih
CF Shih
1
Division of Engineering, Brown University
,
Providence, R.I. 02912
;
symposium chairman and editor
.
Search for other works by this author on:
JP Gudas
JP Gudas
2
David Taylor Naval Ship Research and Development Center
,
Annapolis, Md. 21401
;
symposium chairman and editor
.
Search for other works by this author on:
ISBN-10:
0-8031-0727-7
ISBN:
978-0-8031-0727-4
No. of Pages:
770
Publisher:
ASTM International
Publication date:
1983

A finite-element analysis of stationary cracks in Mode I small-scale yielding is presented. It is asserted that the deformation of structural metals at room temperature and quasi-static loading rates can be significantly time dependent and so the theory of viscoplasticity based on total strain and over-stress is employed. Loading levels are controlled by the elastic stress-intensity factor K while loading rates are governed by the time rate of change of K. For loading rates varying over six orders of magnitude in the quasi-static range followed by subsequent periods of sustained loading, significant time dependence of the crack-tip fields is predicted. Interpreting the results using two different fracture criteria, it is predicted that the value of K at which crack growth is initiated is loading-rate dependent. Moreover, it also follows that strain-induced crack growth could be initiated during periods of sustained load. The results are strongly suggestive that time-dependent deformation should be considered in design against fracture even at room temperature. Appropriate design approaches, based on the special features of the viscoplasticity model employed, are proposed.

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