H. Garrecht, H.K. Hilsdorf, V. Mechtcherine (1995). "Effect of Temperature and Loading Rate on Fracture Behavior of Concrete Subjected to Uniaxial Tension." In Proceedings of FraMCoS 2, Zurich, Switzerland.
H. Garrecht, H.K. Hilsdorf, V. Mechtcherine. "Effect of Temperature and Loading Rate on Fracture Behavior of Concrete Subjected to Uniaxial Tension." Paper presented at FraMCoS 2, Zurich, Switzerland, 1995.
H. Garrecht, H.K. Hilsdorf, V. Mechtcherine, "Effect of Temperature and Loading Rate on Fracture Behavior of Concrete Subjected to Uniaxial Tension," in Proc. FraMCoS 2, Zurich, Switzerland, 1995.
@inproceedings{h-garrecht1995,
title = {Effect of Temperature and Loading Rate on Fracture Behavior of Concrete Subjected to Uniaxial Tension},
author = {H. Garrecht, H.K. Hilsdorf, V. Mechtcherine},
year = {1995},
booktitle = {Proceedings of FraMCoS 2},
address = {Zurich, Switzerland},
}
TY - CPAPER
TI - Effect of Temperature and Loading Rate on Fracture Behavior of Concrete Subjected to Uniaxial Tension
AU - H. Garrecht
AU - H.K. Hilsdorf
AU - V. Mechtcherine
PY - 1995
T2 - Proceedings of FraMCoS 2
CY - Zurich, Switzerland
UR - https://framcos.org/wp-content/uploads/framcos-papers/Effect_of_Temperature_and_Loading_Rate_on_Fracture_Behavior_of_Concrete_Subjecte.pdf
AB - The influence of temperature and loading rate on material response, particular uniaxial tensile strength ft, Young's modulus Eo fracture energy Gp as well as on the shape of the stress-strain and stress-crack opening relations was investigated. In addition, the roughness and fractal dimensions of the fracture surfaces were calculated in order to study failure mechanisms concrete subjected to different test conditions.
ER -
