Stress-StrainRelationofConfinedConcreteunderDynamicLoading

A.Kajitani, F. Watanabe, S. Kono (2001). "Stress-StrainRelationofConfinedConcreteunderDynamicLoading." In Proceedings of FraMCoS 4, Cachan, France.

A.Kajitani, F. Watanabe, S. Kono. "Stress-StrainRelationofConfinedConcreteunderDynamicLoading." Paper presented at FraMCoS 4, Cachan, France, 2001.

A.Kajitani, F. Watanabe, S. Kono, "Stress-StrainRelationofConfinedConcreteunderDynamicLoading," in Proc. FraMCoS 4, Cachan, France, 2001.

@inproceedings{a-kajitani2001,
  title     = {Stress-StrainRelationofConfinedConcreteunderDynamicLoading},
  author    = {A.Kajitani, F. Watanabe, S. Kono},
  year      = {2001},
  booktitle = {Proceedings of FraMCoS 4},
  address   = {Cachan, France},
}

TY  - CPAPER
TI  - Stress-StrainRelationofConfinedConcreteunderDynamicLoading
AU  - A.Kajitani
AU  - F. Watanabe
AU  - S. Kono
PY  - 2001
T2  - Proceedings of FraMCoS 4
CY  - Cachan, France
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Stress-StrainRelationofConfinedConcreteunderDynamicLoading.pdf
AB  - A dynamic compression test was carried out on 126 cylinder specimens, which has 75 mm in diameter and 150 mm in height with or without confining spirals, in order to study strain rate effects on the stress-strain relation of confined concrete. Test variables were strain rate (static to 0.1/s ), original compressive concrete strength (30 MP a to 54MPa), amount of confining spiral (unconfined to 2.0% in volume ratio), and its yield strength (300 MPa and 850 MP a). It was found that the unconfined concrete had a strong strain rate sensitivity with respect to the peak stress and as…
ER  -