Bifurcation and Fracture in Reinforced-Concrete Specimens under Compression

K. Ikeda, K. Maruyama, M. Emoto, Y. Yamakawa (1998). "Bifurcation and Fracture in Reinforced-Concrete Specimens under Compression." In Proceedings of FraMCoS 3, Gifu, Japan.

K. Ikeda, K. Maruyama, M. Emoto, Y. Yamakawa. "Bifurcation and Fracture in Reinforced-Concrete Specimens under Compression." Paper presented at FraMCoS 3, Gifu, Japan, 1998.

K. Ikeda, K. Maruyama, M. Emoto, Y. Yamakawa, "Bifurcation and Fracture in Reinforced-Concrete Specimens under Compression," in Proc. FraMCoS 3, Gifu, Japan, 1998.

@inproceedings{k-ikeda1998,
  title     = {Bifurcation and Fracture in Reinforced-Concrete Specimens under Compression},
  author    = {K. Ikeda, K. Maruyama, M. Emoto, Y. Yamakawa},
  year      = {1998},
  booktitle = {Proceedings of FraMCoS 3},
  address   = {Gifu, Japan},
}

TY  - CPAPER
TI  - Bifurcation and Fracture in Reinforced-Concrete Specimens under Compression
AU  - K. Ikeda
AU  - K. Maruyama
AU  - M. Emoto
AU  - Y. Yamakawa
PY  - 1998
T2  - Proceedings of FraMCoS 3
CY  - Gifu, Japan
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Bifurcation_and_Fracture_in_Reinforced-Concrete_Specimens_under_Compression.pdf
AB  - The fundamental mechanism of the compressive behav- ior of cylindrical concrete specimens reinforced by steel fibers is explained through a dual viewpoint of bifurcation and fracture. Asymptotic bifurcation theory is employed as a means to testify if the bifurcation that triggers the softening of the stress versus strain curves of specimens is taking place or not. These curves are classified into two categories: their peak loads are governed by (1) bifurcation and by (2) splitting or cracking. The curves governed by bifurcation are simulated well by means of the so-called bifurca- tion equation, whereas such are not the case for…
ER  -