On Mesh Bias of Local Damage Models for Concrete

M. Jirasek, P. Grassl (2004). "On Mesh Bias of Local Damage Models for Concrete." In Proceedings of FraMCoS 5, Vail, Colorado, USA.

M. Jirasek, P. Grassl. "On Mesh Bias of Local Damage Models for Concrete." Paper presented at FraMCoS 5, Vail, Colorado, USA, 2004.

M. Jirasek, P. Grassl, "On Mesh Bias of Local Damage Models for Concrete," in Proc. FraMCoS 5, Vail, Colorado, USA, 2004.

@inproceedings{m-jirasek2004,
  title     = {On Mesh Bias of Local Damage Models for Concrete},
  author    = {M. Jirasek, P. Grassl},
  year      = {2004},
  booktitle = {Proceedings of FraMCoS 5},
  address   = {Vail, Colorado, USA},
}

TY  - CPAPER
TI  - On Mesh Bias of Local Damage Models for Concrete
AU  - M. Jirasek
AU  - P. Grassl
PY  - 2004
T2  - Proceedings of FraMCoS 5
CY  - Vail, Colorado, USA
UR  - https://framcos.org/wp-content/uploads/framcos-papers/On_Mesh_Bias_of_Local_Damage_Models_for_Concrete.pdf
AB  - Quasibrittle materials, such as concrete, rock, tough 2.1 Isotropic damage ceramics, or ice, are characterized by the develop- The simple isotropic damage model considered here ment of nonlinear fracture process zones, which can is described by the basic equations be macroscopically described as regions of highly lo- calized strains. The degradation of strength and stiff- σ = (1−ω)De:ε (1) nessduetotheprogressivegrowthofmicrocracksand their coalescence is convenientlydescribedbymodels ω = g(κ) (2) based on continuumdamage mechanics. If a standard (local) continuum theory is used, the softening part f (ε,κ) ≤ 0, κ˙ ≥ 0, κf˙ (ε,κ) = 0 (3) of the stress-strain law must…
ER  -