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Crack Resistance (R) Curve

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Crack resistance (R) curve concept


Construction of an R curve

When applying the J-integral concept, it should be noted that, in most cases, fracture is initiated by stable crack propagation. The assessment of crack toughness is based on crack resistance (R) curves. To construct the R curve, the J-value is selected as the loading parameter and plotted as a function of the stable crack growth Δa (Fig. 1).

Fig. 1: Crack resistance curve of the elastic-plastic fracture mechanics

Phases of crack propagation

The Ja curve, also known as the JR-curve, consists of two regions that describe the phases of crack blunting and crack propagation. The blunting line marks the region where blunting occurs at the crack tip in the form of a bulge in the crack front (see: crack opening) and the stretch zone forms before stable crack growth begins. The following equation applies to the blunting line

(1)

where the yield strength (see: yield stress) is determined on the basis of the applied load. The factor q depends on the material’s hardening behaviour and is generally given as q = 2.

The crack propagation behaviour is described by a power law of the form,

(2)

where

c1, c2 ... represent material constants.

Physical crack initiation

The crack initiation phase is quantified by the actual physical crack initiation value and, approximately, by technical crack initiation values. The physical crack initiation value is determined at the site of the original crack termination by measuring the width of the stretch zone (Fig. 1). This procedure requires SEM images of the fracture surface.

Technical crack initiation values J0.2 are determined at a crack extension Δa = 0.2 mm onset or from the intersection of the crack propagation curve (Eq. 2) and the blunting line shifted parallel by 0.2 mm (Fig. 1).

For plastics, in contrast to metallic materials, the determination of J0.2 at Δa = 0.2 mm onset in accordance with ESIS TC 4 has become the established practice. When determining crack initiation values, it must be taken into account that the evaluation may only be carried out within specific validity ranges.

The tearing modulus is derived from the rise of the Ja curve as an additional material parameter,

(3)

which quantifies the resistance to stable crack propagation.

The JTJ-concept by WILL and MICHEL

WILL and MICHEL propose a model according to which stable crack growth occurs when the energy dissipated in the plastic zone, which varies depending on the material, compensates for the excess available energy caused by the crack propagation. According to this model, stable crack growth should be understood as JTJ -controlled crack growth.

In the same way as the crack field parameter J, the crack opening displacement δ can be used to construct the R-curve. From the δ-Δa curves, the physical crack initiation value δi, the technical crack initiation value δ0.2 and the parameter δTδ can be derived. The parameters based on the CTOD concept differ in their informative value from those determined from J-Δa curves, due to the evaluation being based on plastic deformation.

See also

References