Detail publikace

Influence of horizontal prestressing on masonry arch bridge

PĚKNÍK, R. KLUSÁČEK, L.

Originální název

Influence of horizontal prestressing on masonry arch bridge

Typ

článek ve sborníku ve WoS nebo Scopus

Jazyk

angličtina

Originální abstrakt

The article is aimed at verifying behaviour of a masonry arch bridge which was reconstructed twelve years ago. Bridge was chosen for the experiment because it was reinforced with additional prestressing (monostrands) and new spandrel walls. Strain of the arch was monitored by two ribs and deflection in mid-span was also recorded. Rusults of the loading test are verified with data from FEM model.

Klíčová slova

masonry arch bridge; prestressing; deflection; strain

Autoři

PĚKNÍK, R.; KLUSÁČEK, L.

Vydáno

14. 4. 2016

Nakladatel

Technical University of Košice, Faculty of Civil engineering

Místo

Košice

ISBN

978-80-553-2537-8

Kniha

8th International Scientific Conference of Civil Engineering and Architecture for PhD. Students and Young Scientist below 35 years old

Strany od

1

Strany do

8

Strany počet

8

BibTex

@inproceedings{BUT124202,
  author="Robin {Pěkník} and Ladislav {Klusáček}",
  title="Influence of horizontal prestressing on masonry arch bridge",
  booktitle="8th International Scientific Conference of Civil Engineering and Architecture for PhD. Students and Young Scientist below 35 years old",
  year="2016",
  pages="1--8",
  publisher="Technical University of Košice, Faculty of Civil engineering",
  address="Košice",
  isbn="978-80-553-2537-8"
}