K. Ikeda, K. Maruyama (1995). "Compressive Strength Variation of Concrete Specimens Due to Imperfection Sensitivity.." In Proceedings of FraMCoS 2, Zurich, Switzerland.
K. Ikeda, K. Maruyama. "Compressive Strength Variation of Concrete Specimens Due to Imperfection Sensitivity.." Paper presented at FraMCoS 2, Zurich, Switzerland, 1995.
K. Ikeda, K. Maruyama, "Compressive Strength Variation of Concrete Specimens Due to Imperfection Sensitivity.," in Proc. FraMCoS 2, Zurich, Switzerland, 1995.
@inproceedings{k-ikeda1995,
title = {Compressive Strength Variation of Concrete Specimens Due to Imperfection Sensitivity.},
author = {K. Ikeda, K. Maruyama},
year = {1995},
booktitle = {Proceedings of FraMCoS 2},
address = {Zurich, Switzerland},
}
TY - CPAPER
TI - Compressive Strength Variation of Concrete Specimens Due to Imperfection Sensitivity.
AU - K. Ikeda
AU - K. Maruyama
PY - 1995
T2 - Proceedings of FraMCoS 2
CY - Zurich, Switzerland
UR - https://framcos.org/wp-content/uploads/framcos-papers/Compressive_Strength_Variation_of_Concrete_Specimens_Due_to_Imperfection_Sensiti.pdf
AB - On the basis of the standpoint of bifurcation, the stochastic ation of compressive strength of cylindrical concrete ascribed with the variation of initial imperfections of the The explicit formula of the probability density function com- pressive strength and several pertinent power laws for imperfection sensitivity are employed to testify that concrete specimens compression do indeed undergo bifurcation.
ER -
