Publication detail

New anchoring method for prestressed FRP reinforcement

ŠTĚPÁNEK, P. HORÁK, D. ĎURECH, D.

Original Title

New anchoring method for prestressed FRP reinforcement

English Title

New anchoring method for prestressed FRP reinforcement

Type

conference paper

Language

en

Original Abstract

The paper deals with the design of anchoring area of pre-stressed members reinforced with FRP reinforcement. It describes the behaviour of newly developed anchoring element and algorithms for design of anchorage area by simplified method and compares the results obtained by the solution of numerical models and the real experiments.

English abstract

The paper deals with the design of anchoring area of pre-stressed members reinforced with FRP reinforcement. It describes the behaviour of newly developed anchoring element and algorithms for design of anchorage area by simplified method and compares the results obtained by the solution of numerical models and the real experiments.

Keywords

Anchoring; FRP reinforcement; design; prestressed construction

RIV year

2010

Released

25.08.2010

Publisher

PCI

Location

Washington. D.C.

ISBN

978-0-937040-90-4

Book

The Third International fib Congress and Exhibition, Proceedings Disc

Pages from

1

Pages to

12

Pages count

12

BibTex


@inproceedings{BUT34672,
  author="Petr {Štěpánek} and David {Horák} and David {Ďurech}",
  title="New anchoring method for prestressed FRP reinforcement",
  annote="The paper deals with the design of anchoring area of pre-stressed members reinforced with FRP reinforcement. It describes the behaviour of newly developed anchoring element and algorithms for design of anchorage area by simplified method and compares the results obtained by the solution of numerical models and the real experiments.",
  address="PCI",
  booktitle="The Third International fib Congress and Exhibition, Proceedings Disc",
  chapter="34672",
  howpublished="electronic, physical medium",
  institution="PCI",
  year="2010",
  month="august",
  pages="1--12",
  publisher="PCI",
  type="conference paper"
}