All

What are you looking for?

All
Projects
Results
Organizations

Quick search

  • Projects supported by TA ČR
  • Excellent projects
  • Projects with the highest public support
  • Current projects

Smart search

  • That is how I find a specific +word
  • That is how I leave the -word out of the results
  • “That is how I can find the whole phrase”

Problems of masonry strengthening with carbon- and glass fibre fabric

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F11%3A00215390" target="_blank" >RIV/68407700:21110/11:00215390 - isvavai.cz</a>

  • Result on the web

    <a href="http://www.sciencedirect.com/science/article/pii/S1877705811013397" target="_blank" >http://www.sciencedirect.com/science/article/pii/S1877705811013397</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.1016/j.proeng.2011.07.262" target="_blank" >10.1016/j.proeng.2011.07.262</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Problems of masonry strengthening with carbon- and glass fibre fabric

  • Original language description

    The failure mechanism of masonry columns is characterized by tensile crack appearance due to the effect of transversal tensile stresses, which results in load bearing capacity lower than the ultimate load bearing capacity of masonry. Experimental research of the strengthening of masonry columns with carbon- or glass-fibre fabric showed a prominent effect of FRP on the reduction of characteristic tensile cracks and thus on a significant increase in the load bearing capacity. Experimental research also involves the monitoring of the effect of some secondary factors that may affect the behaviour of strengthened masonry under load and its ultimate strength. They include, among others, perfect adhesion between the masonry and the strengthening fabric, the installation procedure, the volume and practical application of the strengthening fabric on the masonry, the effect of masonry moisture content and the workmanship of anchorage points of the strengthening fabric. The paper presents partial

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

    JN - Civil engineering

  • OECD FORD branch

Result continuities

  • Project

  • Continuities

    Z - Vyzkumny zamer (s odkazem do CEZ)

Others

  • Publication year

    2011

  • Confidentiality

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

Data specific for result type

  • Article name in the collection

    Proceedings of The Twelfth East Asia-Pacific Conference on Structural Engineering and Construction (Easec12)

  • ISBN

  • ISSN

    1877-7058

  • e-ISSN

  • Number of pages

    8

  • Pages from-to

    2086-2093

  • Publisher name

    Elsevier

  • Place of publication

    Amsterdam

  • Event location

    Hong Kong

  • Event date

    Jan 26, 2011

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article

    000300368402027