F. Légeron, J. Mazars, P. Paultre (1998). "Prediction of the Behavior of Over-Reinforced Concrete Beams with Two Levels of Simplified Approach." In Proceedings of FraMCoS 3, Gifu, Japan.
F. Légeron, J. Mazars, P. Paultre. "Prediction of the Behavior of Over-Reinforced Concrete Beams with Two Levels of Simplified Approach." Paper presented at FraMCoS 3, Gifu, Japan, 1998.
F. Légeron, J. Mazars, P. Paultre, "Prediction of the Behavior of Over-Reinforced Concrete Beams with Two Levels of Simplified Approach," in Proc. FraMCoS 3, Gifu, Japan, 1998.
@inproceedings{f-legeron1998,
title = {Prediction of the Behavior of Over-Reinforced Concrete Beams with Two Levels of Simplified Approach},
author = {F. Légeron, J. Mazars, P. Paultre},
year = {1998},
booktitle = {Proceedings of FraMCoS 3},
address = {Gifu, Japan},
}
TY - CPAPER
TI - Prediction of the Behavior of Over-Reinforced Concrete Beams with Two Levels of Simplified Approach
AU - F. Légeron
AU - J. Mazars
AU - P. Paultre
PY - 1998
T2 - Proceedings of FraMCoS 3
CY - Gifu, Japan
UR - https://framcos.org/wp-content/uploads/framcos-papers/Prediction_of_the_Behavior_of_Over-Reinforced_Concrete_Beams_with_Two_Levels_of.pdf
AB - This paper presents the prediction of 12 concrete beams proposed for the competition on Modelling of over-reinforced concrete beams. Two methods were used, both adapted to engineering pratice: a curvature integration method ( CIM) and a simplified finite element method (SFEM). The constitutive laws were identified on material tests and a stability approach was used to determine post~peak re- sponse.
ER -
