H. Mori, M. Arai, T. Hiraiwa, Y. Kurokawa, Y. Nanbu, Y. Tanigawa (1998). "Fracture Simulation of Concrete by Visco-Elasto-Plastic Suspension Element Model." In Proceedings of FraMCoS 3, Gifu, Japan.
H. Mori, M. Arai, T. Hiraiwa, Y. Kurokawa, Y. Nanbu, Y. Tanigawa. "Fracture Simulation of Concrete by Visco-Elasto-Plastic Suspension Element Model." Paper presented at FraMCoS 3, Gifu, Japan, 1998.
H. Mori, M. Arai, T. Hiraiwa, Y. Kurokawa, Y. Nanbu, Y. Tanigawa, "Fracture Simulation of Concrete by Visco-Elasto-Plastic Suspension Element Model," in Proc. FraMCoS 3, Gifu, Japan, 1998.
@inproceedings{h-mori1998,
title = {Fracture Simulation of Concrete by Visco-Elasto-Plastic Suspension Element Model},
author = {H. Mori, M. Arai, T. Hiraiwa, Y. Kurokawa, Y. Nanbu, Y. Tanigawa},
year = {1998},
booktitle = {Proceedings of FraMCoS 3},
address = {Gifu, Japan},
}
TY - CPAPER
TI - Fracture Simulation of Concrete by Visco-Elasto-Plastic Suspension Element Model
AU - H. Mori
AU - M. Arai
AU - T. Hiraiwa
AU - Y. Kurokawa
AU - Y. Nanbu
AU - Y. Tanigawa
PY - 1998
T2 - Proceedings of FraMCoS 3
CY - Gifu, Japan
UR - https://framcos.org/wp-content/uploads/framcos-papers/Fracture_Simulation_of_Concrete_by_Visco-Elasto-Plastic_Suspension_Element_Model.pdf
AB - The authors have proposed visco-elasto-plastic suspension element method in order to simulate the fracture behavior of hardened concrete. In this analytical method, a simplified non-continuum model for aggregates and matrix is used, and the equation of motion is solved by the dynamic simulation method. In this paper, the details of this analytical method and the analytical results are described.
ER -
