Strengthening of masonry structures using FRP - experimental research

Result code in IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F10%3A00176431" target="_blank" >RIV/68407700:21110/10:00176431 - isvavai.cz</a>

Result on the web

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DOI - Digital Object Identifier

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Result language

angličtina

Original language name

Strengthening of masonry structures using FRP - experimental research

Original language description

The article deals with the problems of the failure mechanism and the load-bearing capacity of masonry barrel vault structures and masonry columns strengthened with fabric of carbon fibres. The executed experimental research of the effect of strengtheningsegmental barrel vaults and masonry columns by carbon fabric showed a prominent growth in the ultimate bearing capacity and ductility of barrel vault structures and masonry columns. The application of carbon fabric (CFRP) in the vault area exposed to tensile stresses limited not only the appearance and development of characteristic tensile cracks at these vault cross-sections, but also significantly increased the vault stability against buckling. The position of strengthening elements - the carbon fabric (CFRP) - affected the failure mechanism of the masonry vaults and masonry columns.

Czech name

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Czech description

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Type

D - Article in proceedings

CEP classification

JN - Civil engineering

OECD FORD branch

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Project

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Continuities

Z - Vyzkumny zamer (s odkazem do CEZ)

Publication year

2010

Confidentiality

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Article name in the collection

Advances in FRP Composites in Civil Engineering

ISBN

978-7-302-23910-9

ISSN

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e-ISSN

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Number of pages

4

Pages from-to

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Publisher name

Tsinghua University

Place of publication

Beijing

Event location

Beijing

Event date

Sep 27, 2010

Type of event by nationality

WRD - Celosvětová akce

UT code for WoS article

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