Application of Pseudo Strain Hardening Cementitious Composites to Shear Resistant Structural Elements

S. Watanabe, T. Kand, V.C. Li (1998). "Application of Pseudo Strain Hardening Cementitious Composites to Shear Resistant Structural Elements." In Proceedings of FraMCoS 3, Gifu, Japan.

S. Watanabe, T. Kand, V.C. Li. "Application of Pseudo Strain Hardening Cementitious Composites to Shear Resistant Structural Elements." Paper presented at FraMCoS 3, Gifu, Japan, 1998.

S. Watanabe, T. Kand, V.C. Li, "Application of Pseudo Strain Hardening Cementitious Composites to Shear Resistant Structural Elements," in Proc. FraMCoS 3, Gifu, Japan, 1998.

@inproceedings{s-watanabe1998,
  title     = {Application of Pseudo Strain Hardening Cementitious Composites to Shear Resistant Structural Elements},
  author    = {S. Watanabe, T. Kand, V.C. Li},
  year      = {1998},
  booktitle = {Proceedings of FraMCoS 3},
  address   = {Gifu, Japan},
}

TY  - CPAPER
TI  - Application of Pseudo Strain Hardening Cementitious Composites to Shear Resistant Structural Elements
AU  - S. Watanabe
AU  - T. Kand
AU  - V.C. Li
PY  - 1998
T2  - Proceedings of FraMCoS 3
CY  - Gifu, Japan
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Application_of_Pseudo_Strain_Hardening_Cementitious_Composites_to_Shear_Resistan.pdf
AB  - This article describes design concept and material characteristics of a new ductile fiber reinforced cementitious composite referred to as ECC (Engineered Cementitious Composite). This particular ECC contains Polyvinyl Alcohol fiber and exhibits remarkably ductile tensile property with over 1 % of tensile strain capacity. The high tensile strain performance of the ECC was found successfully utilized to improve the performance of structural elements via two demonstrative examples. First, it was found that ECC significantly enhanced shear performance of short span beam under cyclic loading. Second, ECC enables one to realize simple dry joint connecting panels with remarkably high shear load…
ER  -