FEM model for analysis of RC prestressed thin-walled beams

C. Mazzotti, M. Bottoni, M. Savoia (2007). "FEM model for analysis of RC prestressed thin-walled beams." In Proceedings of FraMCoS 6, Catania, Italy.

C. Mazzotti, M. Bottoni, M. Savoia. "FEM model for analysis of RC prestressed thin-walled beams." Paper presented at FraMCoS 6, Catania, Italy, 2007.

C. Mazzotti, M. Bottoni, M. Savoia, "FEM model for analysis of RC prestressed thin-walled beams," in Proc. FraMCoS 6, Catania, Italy, 2007.

@inproceedings{c-mazzotti2007,
  title     = {FEM model for analysis of RC prestressed thin-walled beams},
  author    = {C. Mazzotti, M. Bottoni, M. Savoia},
  year      = {2007},
  booktitle = {Proceedings of FraMCoS 6},
  address   = {Catania, Italy},
}

TY  - CPAPER
TI  - FEM model for analysis of RC prestressed thin-walled beams
AU  - C. Mazzotti
AU  - M. Bottoni
AU  - M. Savoia
PY  - 2007
T2  - Proceedings of FraMCoS 6
CY  - Catania, Italy
UR  - https://framcos.org/wp-content/uploads/framcos-papers/FEM_model_for_analysis_of_RC_prestressed_thin-walled_beams.pdf
AB  - This paper deals with service behavior of prestressed cracked thin-walled beams. A non linear finite element model for thin-walled beams has been developed. Deflections in the non-linear range are ob- tained by adopting a smeared crack model for concrete in tension. Contribution of steel bars in reducing de- formation has been considered. An example of a thin-walled prestressed girder is presented.
ER  -