Y. Xi (1998). "Minimum Size of Concrete Specimens for Linear Elastic Fracture Analysis." In Proceedings of FraMCoS 3, Gifu, Japan.
Y. Xi. "Minimum Size of Concrete Specimens for Linear Elastic Fracture Analysis." Paper presented at FraMCoS 3, Gifu, Japan, 1998.
Y. Xi, "Minimum Size of Concrete Specimens for Linear Elastic Fracture Analysis," in Proc. FraMCoS 3, Gifu, Japan, 1998.
@inproceedings{y-xi1998,
title = {Minimum Size of Concrete Specimens for Linear Elastic Fracture Analysis},
author = {Y. Xi},
year = {1998},
booktitle = {Proceedings of FraMCoS 3},
address = {Gifu, Japan},
}
TY - CPAPER
TI - Minimum Size of Concrete Specimens for Linear Elastic Fracture Analysis
AU - Y. Xi
PY - 1998
T2 - Proceedings of FraMCoS 3
CY - Gifu, Japan
UR - https://framcos.org/wp-content/uploads/framcos-papers/Minimum_Size_of_Concrete_Specimens_for_Linear_Elastic_Fracture_Analysis.pdf
AB - There exists a minimum size for fracture test of concrete specimens, dmin· When the specimen size d < dmin, the fracture property of the concrete specimen cannot be treated simply by linear elastic fracture mechanics (LEFM). dmin is also very important from practical point of view, if d > dmin, the concrete specimen is large enough for the application of LEFM, one-size and one-notch specimen will be adequate testing fracture toughness of concrete. A prediction model for dmin is developed in terms of concrete composition parameters and specimen geometry factor. Any change in dmin due to a change in concrete…
ER -
