journal article·2002-10

On the Conversion of K- to J-Characterization in Linear Elastic 3D Configurations

Marc Scibetta

International Journal of Fracture· Volume 117· Issue 3
Publisher page

Abstract

An equation for converting characterization of 3D fields in cracked plates in terms of the stress intensity factor to the one in terms of J-integral is developed. It can be used in applications such as finite element codes and identification of the adequate “effective” elastic modulus in the ASTM E1921 standard. We consider standard specimens — plates that can be thin or thick as compared to the in-plane dimension. It is found that the actual specimen compliance lies in-between the ones corresponding to the 2D plane stress and 2D plane strain approximations. However, the near tip field that governs the K to J conversion is predominantly plane strain for the studied cases. Another finding is that the geometrical factor in 2D, f(a/W), for standard specimens is different from the one obtained on the basis of a 3D analysis.
Source: openaire · Quality: candidate unverified · Source record ↗

Research context

OpenAlex topics: Fatigue and fracture mechanics

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

References (4)

Show source-provided references
1. Nakamura, T., and Parks, D.M., (1988) Three-Dimensional Stress Field Near the Crack Front of a Thin Elastic Plate, Journal of Applied Mechanics, Vol. 55, 805-81310.1115/1.3173725 ↗
2. Nikishkov, G.P., and Alturi, S.N., (1987) Calculation of fracture mechanics parameters for an arbitrary three-dimensional crack, by the equivalent domain integral method, Int. Journal for numerical methods in engineering, Vol. 24, 1801-182110.1002/nme.1620240914 ↗
3. Scibetta, M. (2000). Constraint Assessment in PCCv and 1T C(T) Specimens using 3-D Finite Element Simulations. report BLG-861, SCKCEN Mol, Belgium
4. Williams, P.T., and Bass, B. R. (2001) Evaluation of an Effective Elastic Modulus for J to KJ Conversion in 3-Dimensional Linear-Elastic Finite-Element Analyses, ORNL/NRC/LTR-99/19, Oak Ridge National Laboratory, Oak Ridge, Tenn., August 1999, with addendum for C(T) and SE(B) specimens