Publication detail

Glass-Fibre-Concrete Applied for Building Façade Panels Subjected to Wind Loading Actions

KARMAZÍNOVÁ, M. MELCHER, J.

Original Title

Glass-Fibre-Concrete Applied for Building Façade Panels Subjected to Wind Loading Actions

English Title

Glass-Fibre-Concrete Applied for Building Façade Panels Subjected to Wind Loading Actions

Type

journal article - other

Language

en

Original Abstract

In the period of several years, the research oriented to the development of particular type of glass-fibre-concrete (GFC) and to its application in buildings is continuously realized on the authors workplace in co-operation with the Research Institute of Building Materials (VUSTAH). The first type of glass-fibre-concrete developed by VUSTAH has been determined and produced for the utilization in façade panels especially, but currently the GFC technology and quality is developed and aimed to use it also as parts of load-carrying civil engineering structures. To investigate the actual behaviour of GFC structural components subjected to loading actions and to obtain information of their load-carrying capacities, within the frame of this research the experimental verification is realized. This paper is focused on the partial problem of the design and realization of glass-fibre-concrete façade cassette panels, that means the results of experimental verification of their actual behaviour and load-carrying capacity, if subjected to the wind loading actions, are presented.

English abstract

In the period of several years, the research oriented to the development of particular type of glass-fibre-concrete (GFC) and to its application in buildings is continuously realized on the authors workplace in co-operation with the Research Institute of Building Materials (VUSTAH). The first type of glass-fibre-concrete developed by VUSTAH has been determined and produced for the utilization in façade panels especially, but currently the GFC technology and quality is developed and aimed to use it also as parts of load-carrying civil engineering structures. To investigate the actual behaviour of GFC structural components subjected to loading actions and to obtain information of their load-carrying capacities, within the frame of this research the experimental verification is realized. This paper is focused on the partial problem of the design and realization of glass-fibre-concrete façade cassette panels, that means the results of experimental verification of their actual behaviour and load-carrying capacity, if subjected to the wind loading actions, are presented.

Keywords

Glass-fibre-concrete, façade panel, groove, wind load, actual behaviour, load-carrying capacity, verification, loading test, vacuum test method.

RIV year

2013

Released

30.08.2013

Publisher

Trans Tech Publications

Location

Zurich, Switzerland

ISBN

1022-6680

Periodical

Advanced Materials Research

Year of study

2013

Number

743

State

CH

Pages from

58

Pages to

62

Pages count

5

Documents

BibTex


@article{BUT101927,
  author="Marcela {Karmazínová} and Jindřich {Melcher}",
  title="Glass-Fibre-Concrete Applied for Building Façade Panels Subjected to Wind Loading Actions",
  annote="In the period of several years, the research oriented to the development of particular type of glass-fibre-concrete (GFC) and to its application in buildings is continuously realized on the authors workplace in co-operation with the Research Institute of Building Materials (VUSTAH). The first type of glass-fibre-concrete developed by VUSTAH has been determined and produced for the utilization in façade panels especially, but currently the GFC technology and quality is developed and aimed to use it also as parts of load-carrying civil engineering structures. To investigate the actual behaviour of GFC structural components subjected to loading actions and to obtain information of their load-carrying capacities, within the frame of this research the experimental verification is realized. This paper is focused on the partial problem of the design and realization of glass-fibre-concrete façade cassette panels, that means the results of experimental verification of their actual behaviour and load-carrying capacity, if subjected to the wind loading actions, are presented.",
  address="Trans Tech Publications",
  chapter="101927",
  doi="10.4028/www.scientific.net/AMR.743.58",
  institution="Trans Tech Publications",
  number="743",
  volume="2013",
  year="2013",
  month="august",
  pages="58--62",
  publisher="Trans Tech Publications",
  type="journal article - other"
}