Prediction of mechanical properties by means of semi-destructive methods

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68378297%3A_____%2F15%3A00449780" target="_blank" >RIV/68378297:_____/15:00449780 - isvavai.cz</a>

Výsledek na webu

<a href="http://www.costfp1101.eu/images/Outcomes/STAR_TG2%20ebook%20final.pdf" target="_blank" >http://www.costfp1101.eu/images/Outcomes/STAR_TG2%20ebook%20final.pdf</a>

DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

Prediction of mechanical properties by means of semi-destructive methods

Popis výsledku v původním jazyce

Methods and devices for in-situ establishment of mechanical properties of wood have been recently developed in cooperation of Czech and US researchers. The development of new methods was motivated by requirements from engineers who need most accurate data of mechanical properties of specific elements when planning renovations of historic buildings. The established data replace mean standard values of strengths in their static calculations, which results in the demanded possible retaining of a larger amount of original material as the behaviour of the specific elements is safely assessed. The newly developed methods, which are described in this chapter, are tensile strength of small samples, compression strength of cores, compression strength in a drilled hole, and mechanical resistance to pin pushing. Although the devices for the testing of mechanical properties by the mentioned methods provide more accurate results than the methods used so far, they are not mass produced, which should

Název v anglickém jazyce

Prediction of mechanical properties by means of semi-destructive methods

Popis výsledku anglicky

Methods and devices for in-situ establishment of mechanical properties of wood have been recently developed in cooperation of Czech and US researchers. The development of new methods was motivated by requirements from engineers who need most accurate data of mechanical properties of specific elements when planning renovations of historic buildings. The established data replace mean standard values of strengths in their static calculations, which results in the demanded possible retaining of a larger amount of original material as the behaviour of the specific elements is safely assessed. The newly developed methods, which are described in this chapter, are tensile strength of small samples, compression strength of cores, compression strength in a drilled hole, and mechanical resistance to pin pushing. Although the devices for the testing of mechanical properties by the mentioned methods provide more accurate results than the methods used so far, they are not mass produced, which should

Druh

C - Kapitola v odborné knize

CEP obor

AL - Umění, architektura, kulturní dědictví

OECD FORD obor

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Projekt

<a href="/cs/project/LO1219" target="_blank" >LO1219: Udržitelný pokročilý rozvoj CET</a><br>

Návaznosti

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

Rok uplatnění

2015

Kód důvěrnosti údajů

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

Název knihy nebo sborníku

State of the Art Report. Combine use of NDT/SDT methods for assessment of structural timber structures

ISBN

978-2-87325-094-2

Počet stran výsledku

14

Strana od-do

67-90

Počet stran knihy

221

Název nakladatele

UMONS - Université de Mons

Místo vydání

Mons

Kód UT WoS kapitoly

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