Detail publikačního výsledku

Numericla modelling of sea wall bending experiments

PERNICA, F.

Originální název

Numericla modelling of sea wall bending experiments

Anglický název

Numericla modelling of sea wall bending experiments

Druh

Stať ve sborníku v databázi WoS či Scopus

Originální abstrakt

The paper focused on numerical computational modelling of experimental results of sea wall bending experiment. The aim of the experimental work performed at University of Civil Engineering, Dundee, Scotland was to determine the ultimate load and maximum deflection of sea walls. The test results are compared with values obtained from mathematical analysis of sea walls under bending. The modelling of experiments was performed using software ATENA 2D as it enables an efficient capturing of both pre-peak and post.peak behaviour of concrete structures.

Anglický abstrakt

The paper focused on numerical computational modelling of experimental results of sea wall bending experiment. The aim of the experimental work performed at University of Civil Engineering, Dundee, Scotland was to determine the ultimate load and maximum deflection of sea walls. The test results are compared with values obtained from mathematical analysis of sea walls under bending. The modelling of experiments was performed using software ATENA 2D as it enables an efficient capturing of both pre-peak and post.peak behaviour of concrete structures.

Klíčová slova

Concrete, sea walls, nonlinear fracture mechanics, bending experiments

Klíčová slova v angličtině

Concrete, sea walls, nonlinear fracture mechanics, bending experiments

Autoři

PERNICA, F.

Vydáno

02.02.2005

Místo

Brno, ČR

ISBN

80-214-2829-5

Kniha

Juniorstav 2005

Strany od

1

Strany počet

5

BibTex

@inproceedings{BUT18991,
  author="Florentina {Pernica}",
  title="Numericla modelling of sea wall bending experiments",
  booktitle="Juniorstav 2005",
  year="2005",
  pages="5",
  address="Brno, ČR",
  isbn="80-214-2829-5"
}