Thermoelastic multiscale analysis of concrete pavements subjected to hail showers

B. Pichler, C. Hellmich, H. Mang, H. Wang, M. Aminbaghai, R. Höller, Y. Yuan (2019). "Thermoelastic multiscale analysis of concrete pavements subjected to hail showers." In Proceedings of FraMCoS 10, Bayonne, France.

B. Pichler, C. Hellmich, H. Mang, H. Wang, M. Aminbaghai, R. Höller, Y. Yuan. "Thermoelastic multiscale analysis of concrete pavements subjected to hail showers." Paper presented at FraMCoS 10, Bayonne, France, 2019.

B. Pichler, C. Hellmich, H. Mang, H. Wang, M. Aminbaghai, R. Höller, Y. Yuan, "Thermoelastic multiscale analysis of concrete pavements subjected to hail showers," in Proc. FraMCoS 10, Bayonne, France, 2019.

@inproceedings{b-pichler2019,
  title     = {Thermoelastic multiscale analysis of concrete pavements subjected to hail showers},
  author    = {B. Pichler, C. Hellmich, H. Mang, H. Wang, M. Aminbaghai, R. Höller, Y. Yuan},
  year      = {2019},
  booktitle = {Proceedings of FraMCoS 10},
  address   = {Bayonne, France},
}

TY  - CPAPER
TI  - Thermoelastic multiscale analysis of concrete pavements subjected to hail showers
AU  - B. Pichler
AU  - C. Hellmich
AU  - H. Mang
AU  - H. Wang
AU  - M. Aminbaghai
AU  - R. Höller
AU  - Y. Yuan
PY  - 2019
T2  - Proceedings of FraMCoS 10
CY  - Bayonne, France
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Thermoelastic_multiscale_analysis_of_concrete_pavements_subjected_to_hail_shower.pdf
AB  - Climate change is likely to increase the occurrence of extreme weather events. Thus, concrete pavements will likely be subjected more frequently to hail showers within their service life. Theirinfluenceonthestructuralbehaviorofthepavementsisstudiedbymeansofthermoelasticmulti- scale analysis. Firstly, the stiffness and the thermal expansion coefficient of concrete are homogenized by means of a multiscale thermoporoelastic model, based on knowledge of the microstructural com- positionandthepropertiesofthemicrostructuralconstituents. Thequantifiedthermoelasticproperties serve as input for macroscopic structural analysis of a concrete pavement subjected to thermomechan- ical loading. It delivers the temperature fields and macroscopic stress and strain states of the concrete. Finally, top-down scale transition is used to quantify the average microstresses…
ER  -