1.15.3 Center slant cracked plate under tension

Products: ABAQUS/Standard  

Problem description

The model consists of a rectangular plate with a center slant crack subjected to far-field tension. The calculation is carried out using CPE8 elements with a linear elastic material. The geometrical ratios chosen for the plate are 0.4 and 2. The slant angle is 45°. Displacement boundary conditions are prescribed on the top and bottom plate surfaces to apply tension to the plate so that consistent solutions can be obtained around the two crack tips. The total remote tensile load is obtained by summing the -direction nodal reaction forces on every node in the top or bottom plane; and the remote stress, , is defined as the total tensile force divided by the cross-sectional area of the plate.

Results and discussion

The calculated stress intensity factors are compared with the solutions taken from Page 909 of the Stress Intensity Factors Handbook, edited by Y. Murakami.

Table 1.15.3–1 Nondimensional stress intensity factor results for isotropic elasticity. Contour 1 is omitted from the calculation.

 
Reference solution0.57190.5290
ABAQUS0.55400.5289

Based on the stress intensity factors and , ABAQUS can automatically predict the crack propagation direction, which is an angle measured with respect to the crack plane. For example, –52.41° if the maximum tangential stress criterion is used, –55.76° if the maximum energy release rate criterion is used, and –56.12° if the 0 criterion is used.

ABAQUS also outputs the -integral value estimated by the stress intensity factors, = 3.4517 × 10–3, which agrees very well with the -integral value estimated directly, = 3.4515 × 10–3.

In addition, the stress intensity factors and the -integral are evaluated for the same plate using four different anisotropic, linear elastic materials: orthotropic elasticity specified by the engineering constants (denoted by ENGC), orthotropic elasticity specified by the stiffness parameters (ORTH), fully anisotropic elasticity (ANIS), and lamina elasticity (LAMI). The model with lamina elasticity is meshed using plane stress CPS8 elements. The results are summarized in Table 1.15.3–2. Though no published solutions are available for comparison, the -integrals from the stress intensity factors are in very good agreement with the -integrals evaluated directly.

Table 1.15.3–2 Nondimensional , , and values for a slant crack. Contour 1 is omitted from the average value calculation.

Elasticity-integral value estimated by the stress intensity factors-integral value estimated directly
× 103 × 103
ENGC0.57170.52992.87402.8750
ORTH0.5990.54292.19312.1930
ANIS0.53880.52604.37904.3798
LAMI0.53910.52234.76394.7637

Python scripts

Two-dimensional model for isotropic elasticity

Run the SlantCrackElasCPE8_model.py script to create the model. Then run the SlantCrackElasCPE8_job.py script to analyze the model.

Two-dimensional model for orthotropic elasticity specified by the engineering constants

Run the SlantCrackOrthEcCPE8_model.py script to create the model. Then run the SlantCrackOrthEcCPE8_job.py script to analyze the model.

Two-dimensional model for orthotropic elasticity specified by stiffness parameters

Run the SlantCrackOrthStCPE8_model.py script to create the model. Then run the SlantCrackOrthStCPE8_job.py script to analyze the model.

Two-dimensional model for anisotropic elasticity

Run the SlantCrackAnisoCPE8_model.py script to create the model. Then run the SlantCrackAnisoCPE8_job.py script to analyze the model.

Two-dimensional model for lamina elasticity

Run the SlantCrackLamCPS8_model.py script to create the model. Then run the SlantCrackLamCPS8_job.py script to analyze the model.

Input files

The following input files create models that have different meshes from the ABAQUS/CAE models created through the above Python scripts. The results are identical in both the cases.

psptskf2d.inp

Two-dimensional model for isotropic elasticity.

psptskf2d_node.inp

Node definitions.

psptskf2d_element.inp

Element definitions.

psptskf2d_engc.inp

Two-dimensional model for orthotropic elasticity specified by the engineering constants.

psptskf2d_orth.inp

Two-dimensional model for orthotropic elasticity specified by stiffness parameters.

psptskf2d_anis.inp

Two-dimensional model for anisotropic elasticity.

psptskf2d_lami.inp

Two-dimensional model for lamina elasticity.