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Title: An application of the J-integral to an incremental analysis of blunting crack behavior

Conference ·
OSTI ID:5659252
 [1]
  1. Oak Ridge National Lab., TN (USA)

This paper describes an analytical approach to estimating the elastic-plastic stresses and strains near the tip of a blunting crack with a finite root radius. Rice's original derivation of the path independent J-integral considered the possibility of a finite crack tip root radius. For this problem Creager's elastic analysis gives the relation between the stress intensity factor K{sub I} and the near tip stresses. It can be shown that the relation K{sub I}{sup 2} = E{prime}J holds when the root radius is finite. Recognizing that elastic-plastic behavior is incrementally linear then allows a derivation to be performed for a bielastic specimen having a crack tip region of reduced modulus, and the result differentiated to estimate elastic-plastic behavior. The result is the incremental form of Neuber's equation. This result does not require the assumption of any particular stress-strain relation. However by assuming a pure power law stress-strain relation and using Ilyushin's principle, the ordinary deformation theory form of Neuber's equation, K{sub {sigma}} K{sub {var epsilon}} = K{sub t}{sup 2}, is obtained. Applications of the incremental form of Neuber's equation have already been made to fatigue and fracture analysis. This paper helps to provide a theoretical basis for these methods previously considered semiempirical. 26 refs., 4 figs.

Research Organization:
Oak Ridge National Lab., TN (USA)
Sponsoring Organization:
USNRC
DOE Contract Number:
AC05-84OR21400
OSTI ID:
5659252
Report Number(s):
CONF-8910199-1; ON: DE89016844; TRN: 89-024715
Resource Relation:
Conference: European symposium on elastic-plastic fracture mechanics, Freiburg (Germany, F.R.), 9-12 Oct 1989
Country of Publication:
United States
Language:
English