Non-Local Damage Modeling of High Performance Concrete Exposed To High Temperature

L. Ferrara, R. Felicetti (2004). "Non-Local Damage Modeling of High Performance Concrete Exposed To High Temperature." In Proceedings of FraMCoS 5, Vail, Colorado, USA.

L. Ferrara, R. Felicetti. "Non-Local Damage Modeling of High Performance Concrete Exposed To High Temperature." Paper presented at FraMCoS 5, Vail, Colorado, USA, 2004.

L. Ferrara, R. Felicetti, "Non-Local Damage Modeling of High Performance Concrete Exposed To High Temperature," in Proc. FraMCoS 5, Vail, Colorado, USA, 2004.

@inproceedings{l-ferrara2004,
  title     = {Non-Local Damage Modeling of High Performance Concrete Exposed To High Temperature},
  author    = {L. Ferrara, R. Felicetti},
  year      = {2004},
  booktitle = {Proceedings of FraMCoS 5},
  address   = {Vail, Colorado, USA},
}

TY  - CPAPER
TI  - Non-Local Damage Modeling of High Performance Concrete Exposed To High Temperature
AU  - L. Ferrara
AU  - R. Felicetti
PY  - 2004
T2  - Proceedings of FraMCoS 5
CY  - Vail, Colorado, USA
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Non-Local_Damage_Modeling_of_High_Performance_Concrete_Exposed_To_High_Temperatu.pdf
AB  - In this work the whole set of residual tensile properties have been assessed, in the framework of a non-local damage approach, for a high performance siliceous concrete (f = 72 MPa) at significant c thermal damage levels (20, 250 and 400 °C). The basic idea is that the same concrete, after being exposed to high temperature, can be simply modeled as a different homogeneous material, the mechanical properties of which include all the effects of the undergone thermal damage. A major role is played by the material characteristic length, which takes into account the increasing material heterogeneity, and which has…
ER  -