Theoretical development of CP method in predicting expansive cement concrete cracking

T. Tanabe, Y. Ishikawa (2010). "Theoretical development of CP method in predicting expansive cement concrete cracking." In Proceedings of FraMCoS 7, Jeju, South Korea.

T. Tanabe, Y. Ishikawa. "Theoretical development of CP method in predicting expansive cement concrete cracking." Paper presented at FraMCoS 7, Jeju, South Korea, 2010.

T. Tanabe, Y. Ishikawa, "Theoretical development of CP method in predicting expansive cement concrete cracking," in Proc. FraMCoS 7, Jeju, South Korea, 2010.

@inproceedings{t-tanabe2010,
  title     = {Theoretical development of CP method in predicting expansive cement concrete cracking},
  author    = {T. Tanabe, Y. Ishikawa},
  year      = {2010},
  booktitle = {Proceedings of FraMCoS 7},
  address   = {Jeju, South Korea},
}

TY  - CPAPER
TI  - Theoretical development of CP method in predicting expansive cement concrete cracking
AU  - T. Tanabe
AU  - Y. Ishikawa
PY  - 2010
T2  - Proceedings of FraMCoS 7
CY  - Jeju, South Korea
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Theoretical_development_of_CP_method_in_predicting_expansive_cement_concrete_cra.pdf
AB  - The CP method is extended in order to give more precise prediction of the expansive cement effects on thermal cracking prevention for early age concrete. The feature of the extended CP method is based on the conservation law of chemical energies, which is quite different concept than the initial strain calcula- tion that has been used extensively in the past. Then, the formulation for thermal stress analysis based on the law is proposed. Finally, the effect of expansive cement on reducing thermal stress is numerically clarified us- ing the extended CP method.
ER  -