Failure Analysis of Pre-Damaged Concrete Structural Components

Ch. La Bordierie, G. Pijaudier-Cabit, J.L. Tailhan, L. Bodé (1995). "Failure Analysis of Pre-Damaged Concrete Structural Components." In Proceedings of FraMCoS 2, Zurich, Switzerland.

Ch. La Bordierie, G. Pijaudier-Cabit, J.L. Tailhan, L. Bodé. "Failure Analysis of Pre-Damaged Concrete Structural Components." Paper presented at FraMCoS 2, Zurich, Switzerland, 1995.

Ch. La Bordierie, G. Pijaudier-Cabit, J.L. Tailhan, L. Bodé, "Failure Analysis of Pre-Damaged Concrete Structural Components," in Proc. FraMCoS 2, Zurich, Switzerland, 1995.

@inproceedings{ch-la-bordierie1995,
  title     = {Failure Analysis of Pre-Damaged Concrete Structural Components},
  author    = {Ch. La Bordierie, G. Pijaudier-Cabit, J.L. Tailhan, L. Bodé},
  year      = {1995},
  booktitle = {Proceedings of FraMCoS 2},
  address   = {Zurich, Switzerland},
}

TY  - CPAPER
TI  - Failure Analysis of Pre-Damaged Concrete Structural Components
AU  - Ch. La Bordierie
AU  - G. Pijaudier-Cabit
AU  - J.L. Tailhan
AU  - L. Bodé
PY  - 1995
T2  - Proceedings of FraMCoS 2
CY  - Zurich, Switzerland
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Failure_Analysis_of_Pre-Damaged_Concrete_Structural_Components.pdf
AB  - Instead of using of fracture mechanics, which is very often employed the analysis of cracked structural components, we present here ~ .... ,L···~· technique based on the equivalence between 'l crack, its process zone a distribution of damage. equivalent damage zone is an approximation of the distribution of damage around the existing crack, and it is based on the analysis of localisation with a non local ...................... Jo.,.., model. The implementation of this distribution in a finite ...., .... ..., ... ., .................. . provides the description of the field of damage the crack. After the validation method on a…
ER  -