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”

Compressive behaviour of wood-filled GFRP square columns with lattice-web reinforcements

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F62156489%3A43410%2F21%3A43920421" target="_blank" >RIV/62156489:43410/21:43920421 - isvavai.cz</a>

  • Result on the web

    <a href="https://doi.org/10.1016/j.conbuildmat.2021.125129" target="_blank" >https://doi.org/10.1016/j.conbuildmat.2021.125129</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.1016/j.conbuildmat.2021.125129" target="_blank" >10.1016/j.conbuildmat.2021.125129</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Compressive behaviour of wood-filled GFRP square columns with lattice-web reinforcements

  • Original language description

    A novel wood-filled glass fibre-reinforced polymer (GFRP) square column (WGSC) with lattice-web reinforcements was proposed. Eight column specimens with varying numbers of face sheets and lattice webs and one control specimen were tested to investigate the compressive behaviour and failure mode of WGSCs. The experimental results reveal that all the specimens with lattice-web reinforcements failed due to crumpling of the face sheets and compressive damage in the core material. With increased number of lattice webs, the ultimate loads of the specimens increased, and pseudo-ductile behaviour was observed. Improvements were also found in the effective constraint and interfacial bonding performance of specimens with lattice-web reinforcements and affected by the number of face sheets. By introducing the concept of the constrained stiffness ratio, an analytical model was proposed for evaluating the ultimate load of the specimens based on Tsai-Wu strength criterion, and the results were consistent with the test data.

  • Czech name

  • Czech description

Classification

  • Type

    J<sub>imp</sub> - Article in a specialist periodical, which is included in the Web of Science database

  • CEP classification

  • OECD FORD branch

    20301 - Mechanical engineering

Result continuities

  • Project

  • Continuities

    I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace

Others

  • Publication year

    2021

  • Confidentiality

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

Data specific for result type

  • Name of the periodical

    Construction and Building Materials

  • ISSN

    0950-0618

  • e-ISSN

  • Volume of the periodical

    310

  • Issue of the periodical within the volume

    6 December

  • Country of publishing house

    GB - UNITED KINGDOM

  • Number of pages

    11

  • Pages from-to

    125129

  • UT code for WoS article

    000712549000004

  • EID of the result in the Scopus database

    2-s2.0-85117419936