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KARMAZÍNOVÁ, M.
Original Title
Concrete Reinforced by Glass-Fibre Mesh and Their Efficient Usage in Plated Façade Components Stiffened by Rib
Type
journal article - other
Language
English
Original Abstract
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.
Keywords
Glass-fibre-concrete, façade component stiffened by rib, actual behaviour, failure mechanism, load-bearing resistance, experimental verification, loading test, vacuum test method.
Authors
RIV year
2013
Released
30. 8. 2013
Publisher
Trans Tech Publications
Location
Zurich, Switzerland
ISBN
1022-6680
Periodical
Advanced Materials Research
Year of study
Number
743
State
Swiss Confederation
Pages from
67
Pages to
72
Pages count
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" }