Publication detail

Masonry structures with an additional reinforcement

ŠTĚPÁNEK, P. ZLÁMAL, M. FILIP, M.

Original Title

Masonry structures with an additional reinforcement

English Title

Masonry structures with an additional reinforcement

Type

conference paper

Language

en

Original Abstract

Paper presents results of the load tests of two strengthening systems (stainless steel with helicoidal shape and GFRP reinforcement newly developed in the Czech Republic). The aim of the works was to document the possibilities of application of these systems for strengthening of masonry structures loaded with the interaction of normal force and bending moment and to verify experimentally the behaviour of specially shaped profiles of reinforcement and the grout in masonry. Comparison of the both systems efficiency together with the basic data for structural analysis are presented.

English abstract

Paper presents results of the load tests of two strengthening systems (stainless steel with helicoidal shape and GFRP reinforcement newly developed in the Czech Republic). The aim of the works was to document the possibilities of application of these systems for strengthening of masonry structures loaded with the interaction of normal force and bending moment and to verify experimentally the behaviour of specially shaped profiles of reinforcement and the grout in masonry. Comparison of the both systems efficiency together with the basic data for structural analysis are presented.

Keywords

masonry structures; strengthening; stainless reinforcement; FRP reinforcement

RIV year

2006

Released

25.10.2006

Publisher

CI-PREMIER PTE LTD

Location

Hong Kong

ISBN

981-05-5562-8

Book

Proceedings of the 10th International Conference on Inspection Appraisal Repairs & Maintenance of Structures

Edition number

1

Pages from

371

Pages to

378

Pages count

8

BibTex


@inproceedings{BUT22294,
  author="Petr {Štěpánek} and Martin {Zlámal} and Miloš {Filip}",
  title="Masonry structures with an additional reinforcement",
  annote="Paper presents results of the load tests of two strengthening systems (stainless steel with helicoidal shape and GFRP reinforcement newly developed in the Czech Republic). The aim of the works was to document the possibilities of application of these systems for strengthening of masonry structures loaded with the interaction of normal force and bending moment and to verify experimentally the behaviour of specially shaped profiles of reinforcement and the grout in masonry. Comparison of the both systems efficiency together with the basic data for structural analysis are presented.",
  address="CI-PREMIER PTE LTD",
  booktitle="Proceedings of the 10th International Conference on Inspection Appraisal Repairs & Maintenance of Structures",
  chapter="22294",
  institution="CI-PREMIER PTE LTD",
  year="2006",
  month="october",
  pages="371--378",
  publisher="CI-PREMIER PTE LTD",
  type="conference paper"
}