Detail publikačního výsledku

Concrete Reinforced by Glass-Fibre Mesh and Their Efficient Usage in Plated Façade Components Stiffened by Rib

KARMAZÍNOVÁ, M.

Originální název

Concrete Reinforced by Glass-Fibre Mesh and Their Efficient Usage in Plated Façade Components Stiffened by Rib

Anglický název

Concrete Reinforced by Glass-Fibre Mesh and Their Efficient Usage in Plated Façade Components Stiffened by Rib

Druh

Článek recenzovaný mimo WoS a Scopus

Originální abstrakt

The paper deals with the problems of the actual behaviour of glass-fibre-concrete (GFC) facade components stiffened by the rib. The results of loading tests of GFC plated panels subjected to the load simulating the effects of the wind pressuring or sucking are especially presented in the paper. Loading tests were oriented to the investigation of the actual behaviour of GFC component in the loading progress up to the failure, in particular with the accent to monitoring the strain mechanism in the loading process and subsequent the failure mechanism at reaching the ultimate load-bearing capacity. The particular test results in the form of the objective ultimate capacities obtained as the maximal loads at the failure give the important information on the properties of the plated facade panel composed of glass-fibre-concrete produced by the splashing method, namely in the relation to the physical-mechanical properties of the material and to the geometrical characteristics of the panel cross-section.

Anglický abstrakt

The paper deals with the problems of the actual behaviour of glass-fibre-concrete (GFC) facade components stiffened by the rib. The results of loading tests of GFC plated panels subjected to the load simulating the effects of the wind pressuring or sucking are especially presented in the paper. Loading tests were oriented to the investigation of the actual behaviour of GFC component in the loading progress up to the failure, in particular with the accent to monitoring the strain mechanism in the loading process and subsequent the failure mechanism at reaching the ultimate load-bearing capacity. The particular test results in the form of the objective ultimate capacities obtained as the maximal loads at the failure give the important information on the properties of the plated facade panel composed of glass-fibre-concrete produced by the splashing method, namely in the relation to the physical-mechanical properties of the material and to the geometrical characteristics of the panel cross-section.

Klíčová slova

Glass-fibre-concrete, façade component stiffened by rib, actual behaviour, failure mechanism, load-bearing resistance, experimental verification, loading test, vacuum test method.

Klíčová slova v angličtině

Glass-fibre-concrete, façade component stiffened by rib, actual behaviour, failure mechanism, load-bearing resistance, experimental verification, loading test, vacuum test method.

Autoři

KARMAZÍNOVÁ, M.

Rok RIV

2014

Vydáno

30.08.2013

Nakladatel

Trans Tech Publications

Místo

Zurich, Switzerland

ISSN

1022-6680

Periodikum

Advanced Materials Research

Svazek

2013

Číslo

743

Stát

Švýcarská konfederace

Strany od

67

Strany do

72

Strany počet

6

BibTex

@article{BUT101928,
  author="Marcela {Karmazínová}",
  title="Concrete Reinforced by Glass-Fibre Mesh and Their Efficient Usage in Plated Façade Components Stiffened by Rib",
  journal="Advanced Materials Research",
  year="2013",
  volume="2013",
  number="743",
  pages="67--72",
  doi="10.4028/www.scientific.net/AMR.743.67",
  issn="1022-6680"
}