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So-called damage models include these criteria and the behavior of damaged structures, formulated in degradation models.
Both plasticity and damage models are considered.
Various damage models are considered and compared, including Gurson, Shear and Goijaerts damage models.
Damage models have been applied in engineering applications.
Four other frequently used damage models were used as comparisons.
As a result, many damage models have been developed.
Local damage models would lead to overly conservative sizing.
Furthermore, some anisotropic damage models and the physical meaning of the anisotropic damage tensor are discussed.
The parameters in the damage models are identified from uniaxial tensile tests.
Therefore, the use of realistic damage models is essential in the design process of rock structures.
Therefore, developments of realistic damage models are essential in the design process of rock structures.
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