3D Thermo-hygro-mechanical model for concrete

G. Periški, H.W. Reinhardt, J. Ožbolt (2007). "3D Thermo-hygro-mechanical model for concrete." In Proceedings of FraMCoS 6, Catania, Italy.

G. Periški, H.W. Reinhardt, J. Ožbolt. "3D Thermo-hygro-mechanical model for concrete." Paper presented at FraMCoS 6, Catania, Italy, 2007.

G. Periški, H.W. Reinhardt, J. Ožbolt, "3D Thermo-hygro-mechanical model for concrete," in Proc. FraMCoS 6, Catania, Italy, 2007.

@inproceedings{g-periski2007,
  title     = {3D Thermo-hygro-mechanical model for concrete},
  author    = {G. Periški, H.W. Reinhardt, J. Ožbolt},
  year      = {2007},
  booktitle = {Proceedings of FraMCoS 6},
  address   = {Catania, Italy},
}

TY  - CPAPER
TI  - 3D Thermo-hygro-mechanical model for concrete
AU  - G. Periški
AU  - H.W. Reinhardt
AU  - J. Ožbolt
PY  - 2007
T2  - Proceedings of FraMCoS 6
CY  - Catania, Italy
UR  - https://framcos.org/wp-content/uploads/framcos-papers/3D_Thermo-hygro-mechanical_model_for_concrete.pdf
AB  - In the present paper a transient three-dimensional thermo-hygro-mechanical model for concrete is presented. For a given boundary conditions the distribution of moisture, pore pressure, temperature, stresses and strains is calculated by employing a three-dimensional transient finite element analysis. The model accounts for the interaction between hygro and thermal properties of the material. These properties are coupled with the mechanical properties of concrete, i.e. it is assumed that the mechanical properties (damage) have an effect on the distribution of moisture, pore pressure and temperature. The mechanical strain, which is due to loading, temperature induced stresses and pore pressure, is calculated by…
ER  -