Detail publikačního výsledku

Stochastic Nonlinear Fracture Analysis

PUKL, R.; NOVÁK, D.; EICHINGER, E.

Originální název

Stochastic Nonlinear Fracture Analysis

Anglický název

Stochastic Nonlinear Fracture Analysis

Druh

Stať ve sborníku v databázi WoS či Scopus

Originální abstrakt

A probabilistic approach to nonlinear fracture mechanics analysis of concrete structures is presented. Nonlinear finite element software ATENA is used for realistic simulation of damage and failure in concrete and reinforced concrete structures.

Anglický abstrakt

A probabilistic approach to nonlinear fracture mechanics analysis of concrete structures is presented. Nonlinear finite element software ATENA is used for realistic simulation of damage and failure in concrete and reinforced concrete structures.

Klíčová slova

bridge assessment, probability, reliability, load capacity, computer simulation, nonlinear fracture mechanics

Klíčová slova v angličtině

bridge assessment, probability, reliability, load capacity, computer simulation, nonlinear fracture mechanics

Autoři

PUKL, R.; NOVÁK, D.; EICHINGER, E.

Rok RIV

2011

Vydáno

01.07.2002

Místo

Barcelona, Spain

ISBN

3-935065-09-4

Kniha

International Conference on Bridge Maintenance, Safety and Management

Strany od

1

Strany počet

8

BibTex

@inproceedings{BUT7918,
  author="Radomír {Pukl} and Drahomír {Novák} and E.M. {Eichinger}",
  title="Stochastic Nonlinear Fracture Analysis",
  booktitle="International Conference on Bridge Maintenance, Safety and Management",
  year="2002",
  pages="8",
  address="Barcelona, Spain",
  isbn="3-935065-09-4"
}