Jan Cervenka, Radomir Pukl, Tereza Sajdlova, Vladimir Cervenka (2016). "Prediction of Shear Failure of Large Beams Based on Fracture Mechanics." In Proceedings of FraMCoS 9, Berkeley, California, USA.
Jan Cervenka, Radomir Pukl, Tereza Sajdlova, Vladimir Cervenka. "Prediction of Shear Failure of Large Beams Based on Fracture Mechanics." Paper presented at FraMCoS 9, Berkeley, California, USA, 2016.
Jan Cervenka, Radomir Pukl, Tereza Sajdlova, Vladimir Cervenka, "Prediction of Shear Failure of Large Beams Based on Fracture Mechanics," in Proc. FraMCoS 9, Berkeley, California, USA, 2016.
@inproceedings{jan-cervenka2016,
title = {Prediction of Shear Failure of Large Beams Based on Fracture Mechanics},
author = {Jan Cervenka, Radomir Pukl, Tereza Sajdlova, Vladimir Cervenka},
year = {2016},
booktitle = {Proceedings of FraMCoS 9},
address = {Berkeley, California, USA},
}
TY - CPAPER
TI - Prediction of Shear Failure of Large Beams Based on Fracture Mechanics
AU - Jan Cervenka
AU - Radomir Pukl
AU - Tereza Sajdlova
AU - Vladimir Cervenka
PY - 2016
T2 - Proceedings of FraMCoS 9
CY - Berkeley, California, USA
UR - https://framcos.org/wp-content/uploads/framcos-papers/Prediction_of_Shear_Failure_of_Large_Beams_Based_on_Fracture_Mechanics.pdf
AB - A large beam tested at Toronto University for a prediction contest was simulated by the authors using a nonlinear finite element code. Their entry was chosen as the overall winner of the prediction contest and was a motivation for this case study. The crack propagation was modeled by a smeared crack approach and a fracture mechanics-based cohesive crack model. The paper discusses the model sensitivity to mesh sizes and fracture parameters. A parameter study was performed to examine the model uncertainty of numerical simulation. A probabilistic model of concrete non-homogeneity was used to reflect a more realistic strain localization in…
ER -
