Shear Failure of Plain Concrete in Strain Localized Area

H. Mihashi, S. Ishihara, Y. Kaneko (2004). "Shear Failure of Plain Concrete in Strain Localized Area." In Proceedings of FraMCoS 5, Vail, Colorado, USA.

H. Mihashi, S. Ishihara, Y. Kaneko. "Shear Failure of Plain Concrete in Strain Localized Area." Paper presented at FraMCoS 5, Vail, Colorado, USA, 2004.

H. Mihashi, S. Ishihara, Y. Kaneko, "Shear Failure of Plain Concrete in Strain Localized Area," in Proc. FraMCoS 5, Vail, Colorado, USA, 2004.

@inproceedings{h-mihashi2004,
  title     = {Shear Failure of Plain Concrete in Strain Localized Area},
  author    = {H. Mihashi, S. Ishihara, Y. Kaneko},
  year      = {2004},
  booktitle = {Proceedings of FraMCoS 5},
  address   = {Vail, Colorado, USA},
}

TY  - CPAPER
TI  - Shear Failure of Plain Concrete in Strain Localized Area
AU  - H. Mihashi
AU  - S. Ishihara
AU  - Y. Kaneko
PY  - 2004
T2  - Proceedings of FraMCoS 5
CY  - Vail, Colorado, USA
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Shear_Failure_of_Plain_Concrete_in_Strain_Localized_Area.pdf
AB  - The objective of this paper is to study the shear failure of plain concrete in strain localized area. An experimental study on plain concrete subjected to shear was carried out. The shape of specimen was a horizontally double-notched concrete block. In order to study the shear softening characteristics of plain concrete, a mechanical model for the macroscopic shear failure is applied to the experiments, focusing on the entire load-displacement relation. The method makes use of rotating smeared crack concept and truss model, combined in a simple model. The analysis employs the development of multiple diagonal cracks and macroscopic fictitious shear…
ER  -