3D FE analysis of fasteners at elevated temperatures

G. Periški, J. Ožbolt, R. Eligehausen (2010). "3D FE analysis of fasteners at elevated temperatures." In Proceedings of FraMCoS 7, Jeju, South Korea.

G. Periški, J. Ožbolt, R. Eligehausen. "3D FE analysis of fasteners at elevated temperatures." Paper presented at FraMCoS 7, Jeju, South Korea, 2010.

G. Periški, J. Ožbolt, R. Eligehausen, "3D FE analysis of fasteners at elevated temperatures," in Proc. FraMCoS 7, Jeju, South Korea, 2010.

@inproceedings{g-periski2010,
  title     = {3D FE analysis of fasteners at elevated temperatures},
  author    = {G. Periški, J. Ožbolt, R. Eligehausen},
  year      = {2010},
  booktitle = {Proceedings of FraMCoS 7},
  address   = {Jeju, South Korea},
}

TY  - CPAPER
TI  - 3D FE analysis of fasteners at elevated temperatures
AU  - G. Periški
AU  - J. Ožbolt
AU  - R. Eligehausen
PY  - 2010
T2  - Proceedings of FraMCoS 7
CY  - Jeju, South Korea
UR  - https://framcos.org/wp-content/uploads/framcos-papers/3D_FE_analysis_of_fasteners_at_elevated_temperatures.pdf
AB  - In the present paper the results of 3D FE investigation on headed studs at elevated temperatures are presented. For modeling of concrete under fire conditions a thermo-mechanical model (Ožbolt et al. 2005, 2008) is used. In the parametric FE analysis of single headed stud anchors loaded in tension, the influence of embedment depth, heating time, edge distance and number of surfaces exposed to heating was investigated. In case of anchor groups the influence of embedment depth, anchor spacing and heating time was examined. The results of the FE analysis show that the resistance of single anchors and anchor groups with…
ER  -