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”

Contribution of imperfect fibre or geonet reinforced rendering to out-of-plane behaviour of masonry walls

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68378297%3A_____%2F16%3A00464034" target="_blank" >RIV/68378297:_____/16:00464034 - isvavai.cz</a>

  • Result on the web

  • DOI - Digital Object Identifier

Alternative languages

  • Result language

    angličtina

  • Original language name

    Contribution of imperfect fibre or geonet reinforced rendering to out-of-plane behaviour of masonry walls

  • Original language description

    This poster summarizes the results of an experimental pilot study on the behaviour of masonry walls made of unburned bricks and provided with imperfect plaster layers on both surfaces. Plaster layers made of lime or clay mortars were reinforced by very simple and inexpensive polyethylene nets, or were just filled with fibrous particles - short polyethylene fibres or sawdust. For a comparison, walls without rendering, walls with plain mortar rendering and walls with a high-performance lime-pozzolana plaster were also tested. The tests included vibration loading on a seismic table, modal analysis tests, and also static destructive tests in fourpoint bending of rendered walls. Measurements were also made of the material characteristics of individual structural elements of the wall sandwich. In addition, local detachment of plaster from the masonry wall was carefully detected by means of manual acoustic tracing and thermographic measurements before the tests were performed. The experiments have proved that there is a significant improvement in the load-carrying capacity of walls when they are rendered with reinforced plasters. During the experiments, a substantial increase in the maximum load was observed, and full destruction of the walls was prevented or substantially delayed after they reached their ultimate load and after remarkable crack patterns had developed. Inexpensive and easily applicable retrofitting of adobe walls or unfired clay brick walls can thus improve the seismic behaviour of existing masonry buildings and of newly-built or previously-damaged masonry buildings.

  • Czech name

  • Czech description

Classification

  • Type

    O - Miscellaneous

  • CEP classification

    AL - Art, architecture, cultural heritage

  • OECD FORD branch

Result continuities

  • Project

    <a href="/en/project/GBP105%2F12%2FG059" target="_blank" >GBP105/12/G059: Cumulative time dependent processes in building materials and structures</a><br>

  • Continuities

    I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace

Others

  • Publication year

    2016

  • Confidentiality

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