Concrete Frame Corners in Civil Defense Shelters Subjected to Negative Moment

M. Johansson (1998). "Concrete Frame Corners in Civil Defense Shelters Subjected to Negative Moment." In Proceedings of FraMCoS 3, Gifu, Japan.

M. Johansson. "Concrete Frame Corners in Civil Defense Shelters Subjected to Negative Moment." Paper presented at FraMCoS 3, Gifu, Japan, 1998.

M. Johansson, "Concrete Frame Corners in Civil Defense Shelters Subjected to Negative Moment," in Proc. FraMCoS 3, Gifu, Japan, 1998.

@inproceedings{m-johansson1998,
  title     = {Concrete Frame Corners in Civil Defense Shelters Subjected to Negative Moment},
  author    = {M. Johansson},
  year      = {1998},
  booktitle = {Proceedings of FraMCoS 3},
  address   = {Gifu, Japan},
}

TY  - CPAPER
TI  - Concrete Frame Corners in Civil Defense Shelters Subjected to Negative Moment
AU  - M. Johansson
PY  - 1998
T2  - Proceedings of FraMCoS 3
CY  - Gifu, Japan
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Concrete_Frame_Corners_in_Civil_Defense_Shelters_Subjected_to_Negative_Moment.pdf
AB  - A research project has been initiated to evaluate a new reinforcement detailing in frame comers in civil defence shelters where all reinforcement bars are spliced within the frame comer. Full-scale frame comers subjected to negative bending moment have been tested and analysed using the non-linear finite element programme DIANA. A concrete material model based on non-linear fracture mechanics to account for cracking and plasticity models for concrete in compression and reinforcement steel was used. The bond-slip relation between reinforcement and surrounding concrete was accounted for by an interface model. Parameters varied in the study are: reinforcement detailing, reinforcement ratio, the…
ER  -