Detail publikace

Multi-level optimization of input parameters for modeling of fibre reinforced concrete

Originální název

Multi-level optimization of input parameters for modeling of fibre reinforced concrete

Anglický název

Multi-level optimization of input parameters for modeling of fibre reinforced concrete

Jazyk

en

Originální abstrakt

Appropriate material input parameters for numerical models of steel fibre reinforced concrete were identified from measured response of four-point bending beams using inverse analysis at several levels of complexity including advanced stochastic analysis and neural network technology. Based on the obtained results the optimal material input data sets are suggested for practical utilization of various numerical material models of fibre reinforced concrete in the nonlinear computer simulation of response and damage of FRC structures and structural parts.

Anglický abstrakt

Appropriate material input parameters for numerical models of steel fibre reinforced concrete were identified from measured response of four-point bending beams using inverse analysis at several levels of complexity including advanced stochastic analysis and neural network technology. Based on the obtained results the optimal material input data sets are suggested for practical utilization of various numerical material models of fibre reinforced concrete in the nonlinear computer simulation of response and damage of FRC structures and structural parts.

BibTex


@inproceedings{BUT102212,
  author="Radomír {Pukl} and Tereza {Sajdlová} and David {Lehký} and Drahomír {Novák}",
  title="Multi-level optimization of input parameters for modeling of fibre reinforced concrete",
  annote="Appropriate material input parameters for numerical models of steel fibre reinforced concrete were identified from measured response of four-point bending beams using inverse analysis at several levels of complexity including advanced stochastic analysis and neural network technology. Based on the obtained results the optimal material input data sets are suggested for practical utilization of various numerical material models of fibre reinforced concrete in the nonlinear computer simulation of response and damage of FRC structures and structural parts.",
  booktitle="Engineering a Concrete Future: Technology, Modeling & Construction",
  chapter="102212",
  howpublished="print",
  year="2013",
  month="april",
  pages="135--138",
  type="conference paper"
}