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Conventional compressive strength parallel to the grain and mechanical resistance of wood against pin penetration and microdrilling established by in-situ semidestructive devices

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F62156489%3A43410%2F15%3A43906784" target="_blank" >RIV/62156489:43410/15:43906784 - isvavai.cz</a>

  • Alternative codes found

    RIV/68378297:_____/15:00431836

  • Result on the web

    <a href="http://link.springer.com/content/pdf/10.1617%2Fs11527-014-0392-6.pdf" target="_blank" >http://link.springer.com/content/pdf/10.1617%2Fs11527-014-0392-6.pdf</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.1617/s11527-014-0392-6" target="_blank" >10.1617/s11527-014-0392-6</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Conventional compressive strength parallel to the grain and mechanical resistance of wood against pin penetration and microdrilling established by in-situ semidestructive devices

  • Original language description

    This paper compares semidestructive and destructive wood testing methods. The semidestructive methods used were pin pushing, screw withdrawal, dynamic pin penetration, microdrilling, and a new construction of a diagnostic device for an in situ timber assessment based on the principle of measuring the conventional strength by means of a small size loading jack in a drilled radial hole of 12 mm in diameter. To examine the differences between the methods, we conducted measurements using four softwood beams, 1-2 m long. The aim was to discern the variability of properties caused by the distribution of structural properties along the radius and the length of beams incorporated in historical constructions of trusses. The accuracy of the prediction of mechanical properties as measured by semidestructive devices was verified using correlations with mechanical properties as established by standard tests in compliance with EU standards. The test results show a very good correlation of conventional strength with wood density and strength established in standard samples in compression parallel to the grain.

  • Czech name

  • Czech description

Classification

  • Type

    J<sub>x</sub> - Unclassified - Peer-reviewed scientific article (Jimp, Jsc and Jost)

  • CEP classification

    AL - Art, architecture, cultural heritage

  • OECD FORD branch

Result continuities

  • Project

    Result was created during the realization of more than one project. More information in the Projects tab.

  • Continuities

    P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Others

  • Publication year

    2015

  • Confidentiality

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

Data specific for result type

  • Name of the periodical

    Materials and Structures

  • ISSN

    1359-5997

  • e-ISSN

  • Volume of the periodical

    48

  • Issue of the periodical within the volume

    10

  • Country of publishing house

    NL - THE KINGDOM OF THE NETHERLANDS

  • Number of pages

    13

  • Pages from-to

    3217-3229

  • UT code for WoS article

    000359942300010

  • EID of the result in the Scopus database