Y. Kitsutaka (1995). "Fracture Parameters for Concrete Based on Poly-linear Approximation Analysis of Tension Softening Diagram." In Proceedings of FraMCoS 2, Zurich, Switzerland.
Y. Kitsutaka. "Fracture Parameters for Concrete Based on Poly-linear Approximation Analysis of Tension Softening Diagram." Paper presented at FraMCoS 2, Zurich, Switzerland, 1995.
Y. Kitsutaka, "Fracture Parameters for Concrete Based on Poly-linear Approximation Analysis of Tension Softening Diagram," in Proc. FraMCoS 2, Zurich, Switzerland, 1995.
@inproceedings{y-kitsutaka1995,
title = {Fracture Parameters for Concrete Based on Poly-linear Approximation Analysis of Tension Softening Diagram},
author = {Y. Kitsutaka},
year = {1995},
booktitle = {Proceedings of FraMCoS 2},
address = {Zurich, Switzerland},
}
TY - CPAPER
TI - Fracture Parameters for Concrete Based on Poly-linear Approximation Analysis of Tension Softening Diagram
AU - Y. Kitsutaka
PY - 1995
T2 - Proceedings of FraMCoS 2
CY - Zurich, Switzerland
UR - https://framcos.org/wp-content/uploads/framcos-papers/Fracture_Parameters_for_Concrete_Based_on_Poly-linear_Approximation_Analysis_of.pdf
AB - Poly-linear approximation analysis ..... ll....,.., ...... ..., ...... (TSD) was proposed based on the ..,'V ..... ..,UL and nonlinear crack equation analysis. A-1 ........ ,..., .. 'U' ..., .......... _, ....... ...., concretes such as energy rate curve, fracture energy, toughness L ................. ~ ... ~~ based on the energy consumed zone .<U.J..•.d .. u .. 1..u .. ...,·u TSD. Fracture parameters for various concretes were u..1...:i'""'"-""..:l'""' ......
ER -
