Publication detail

Experimental Verification and Design of glass-FRP composite grids

MELCHER, J. KARMAZÍNOVÁ, M.

Original Title

Experimental Verification and Design of glass-FRP composite grids

English Title

Experimental Verification and Design of glass-FRP composite grids

Type

journal article - other

Language

en

Original Abstract

Based on the research and design activities conducted at Brno University of Technology, Czech Republic this paper deals with the basic information on problems of the design and actual behaviour of selected FRP structural components for civil engineering. In particular, the recorded experimental studies are focused mainly on the design assessment of glass-fibre grid flooring components. The design criteria for structural FRP parts of load-carrying systems should verify especially the final displacements. Thus, in general, the ultimate limit state of structural system is not only the problem of ultimate strength but namely the problem of accordant final displacements. The analysis of test results gives data for verification of numerical modelling and of conventional design criteria. Considering the specific character of structural all-FRP systems, for the structural design the recognition of the deflection advancement can be decisive.

English abstract

Based on the research and design activities conducted at Brno University of Technology, Czech Republic this paper deals with the basic information on problems of the design and actual behaviour of selected FRP structural components for civil engineering. In particular, the recorded experimental studies are focused mainly on the design assessment of glass-fibre grid flooring components. The design criteria for structural FRP parts of load-carrying systems should verify especially the final displacements. Thus, in general, the ultimate limit state of structural system is not only the problem of ultimate strength but namely the problem of accordant final displacements. The analysis of test results gives data for verification of numerical modelling and of conventional design criteria. Considering the specific character of structural all-FRP systems, for the structural design the recognition of the deflection advancement can be decisive.

Keywords

Experimental Verification, design, glass-FRP composite, grid, actual behaviour, load-carrying capacity, loading test.

RIV year

2013

Released

01.02.2013

Publisher

TRans Tech Publications, Zurich, Switzerland

Location

Zurich

ISBN

1022-6680

Periodical

Advanced Materials Research

Year of study

664

Number

1

State

CH

Pages from

696

Pages to

701

Pages count

6

Documents

BibTex


@article{BUT97494,
  author="Jindřich {Melcher} and Marcela {Karmazínová}",
  title="Experimental Verification and Design of glass-FRP composite grids",
  annote="Based on the research and design activities conducted at Brno University of Technology, Czech Republic this paper deals with the basic information on problems of the design and actual behaviour of selected FRP structural components for civil engineering. In particular, the recorded experimental studies are focused mainly on the design assessment of glass-fibre grid flooring components. The design criteria for structural FRP parts of load-carrying systems should verify especially the final displacements. Thus, in general, the ultimate limit state of structural system is not only the problem of ultimate strength but namely the problem of accordant final displacements. The analysis of test results gives data for verification of numerical modelling and of conventional design criteria. Considering the specific character of structural all-FRP systems, for the structural design the recognition of the deflection advancement can be decisive.",
  address="TRans Tech Publications, Zurich, Switzerland",
  chapter="97494",
  institution="TRans Tech Publications, Zurich, Switzerland",
  number="1",
  volume="664",
  year="2013",
  month="february",
  pages="696--701",
  publisher="TRans Tech Publications, Zurich, Switzerland",
  type="journal article - other"
}