Multi-layer Shear Lag Model for Post-installed Anchor used in Retrofit of Concrete Structures

M. Saleem, T. Tsubaki (2013). "Multi-layer Shear Lag Model for Post-installed Anchor used in Retrofit of Concrete Structures." In Proceedings of FraMCoS 8, Toledo, Spain.

M. Saleem, T. Tsubaki. "Multi-layer Shear Lag Model for Post-installed Anchor used in Retrofit of Concrete Structures." Paper presented at FraMCoS 8, Toledo, Spain, 2013.

M. Saleem, T. Tsubaki, "Multi-layer Shear Lag Model for Post-installed Anchor used in Retrofit of Concrete Structures," in Proc. FraMCoS 8, Toledo, Spain, 2013.

@inproceedings{m-saleem2013,
  title     = {Multi-layer Shear Lag Model for Post-installed Anchor used in Retrofit of Concrete Structures},
  author    = {M. Saleem, T. Tsubaki},
  year      = {2013},
  booktitle = {Proceedings of FraMCoS 8},
  address   = {Toledo, Spain},
}

TY  - CPAPER
TI  - Multi-layer Shear Lag Model for Post-installed Anchor used in Retrofit of Concrete Structures
AU  - M. Saleem
AU  - T. Tsubaki
PY  - 2013
T2  - Proceedings of FraMCoS 8
CY  - Toledo, Spain
UR  - https://framcos.org/wp-content/uploads/framcos-papers/FraMCoS-8_Multi-layer_Shear_Lag_Model_for_Post-installed_Anchor_used_in_Retrofit_of_Concre.pdf
AB  - An analytical model is presented for the pull-out behavior of an anchor-infill assembly structure which consists of multi-layer infill materials separated by steel layers. The use of an anchor-infill assembly structure of multi-layer internal structure is for the retrofit of a concrete bridge pier by the concrete jacketing method for example. The present analytical model is a combination of shear-lag models with an end spring at the end of each steel layer. The advantage of the present model for an anchor-infill assembly structure is discussed and the influence of the material parameters on the behavior of the anchor-infill assembly is…
ER  -