A Study on Crack Propagation in Concrete under Cyclic Loading

T. Tadokoro, T. Ueda, Y. Kakuta, Y. Sato (1998). "A Study on Crack Propagation in Concrete under Cyclic Loading." In Proceedings of FraMCoS 3, Gifu, Japan.

T. Tadokoro, T. Ueda, Y. Kakuta, Y. Sato. "A Study on Crack Propagation in Concrete under Cyclic Loading." Paper presented at FraMCoS 3, Gifu, Japan, 1998.

T. Tadokoro, T. Ueda, Y. Kakuta, Y. Sato, "A Study on Crack Propagation in Concrete under Cyclic Loading," in Proc. FraMCoS 3, Gifu, Japan, 1998.

@inproceedings{t-tadokoro1998,
  title     = {A Study on Crack Propagation in Concrete under Cyclic Loading},
  author    = {T. Tadokoro, T. Ueda, Y. Kakuta, Y. Sato},
  year      = {1998},
  booktitle = {Proceedings of FraMCoS 3},
  address   = {Gifu, Japan},
}

TY  - CPAPER
TI  - A Study on Crack Propagation in Concrete under Cyclic Loading
AU  - T. Tadokoro
AU  - T. Ueda
AU  - Y. Kakuta
AU  - Y. Sato
PY  - 1998
T2  - Proceedings of FraMCoS 3
CY  - Gifu, Japan
UR  - https://framcos.org/wp-content/uploads/framcos-papers/A_Study_on_Crack_Propagation_in_Concrete_under_Cyclic_Loading.pdf
AB  - Plain concrete prisms were tested under three-point-bending by a displacement control actuator. Along the predicted crack path wire strain gages were attached. From the measured strains it was found that at unloading compressive stresses were acting along the crack surface near the crack tip and that these compressive stresses caused tensile stresses in the concrete ahead of the crack tip. Both the compressive and tensile stresses increased with loading cycles. When the tensile stresses became large enough to cause cracking, the crack propagated. This phenomenon was also confirmed in the finite element analysis where a model for stress transfer along…
ER  -