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PĚKNÍK, R. KLUSÁČEK, L.
Original Title
Influence of horizontal prestressing on masonry arch bridge
Type
conference paper
Language
English
Original Abstract
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.
Keywords
masonry arch bridge; prestressing; deflection; strain
Authors
PĚKNÍK, R.; KLUSÁČEK, L.
Released
14. 4. 2016
Publisher
Technical University of Košice, Faculty of Civil engineering
Location
Košice
ISBN
978-80-553-2537-8
Book
8th International Scientific Conference of Civil Engineering and Architecture for PhD. Students and Young Scientist below 35 years old
Pages from
1
Pages to
8
Pages count
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" }