Prediction of mechanical properties by means of semi-destructive methods: a review

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68378297%3A_____%2F15%3A00446523" target="_blank" >RIV/68378297:_____/15:00446523 - isvavai.cz</a>

Výsledek na webu

<a href="http://www.sciencedirect.com/science/article/pii/S0950061815006923" target="_blank" >http://www.sciencedirect.com/science/article/pii/S0950061815006923</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.1016/j.conbuildmat.2015.05.134" target="_blank" >10.1016/j.conbuildmat.2015.05.134</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Prediction of mechanical properties by means of semi-destructive methods: a review

Popis výsledku v původním jazyce

Methods and devices for in situ establishment of mechanical properties of wood have been recently developed in cooperation with European, US and Japanese researchers. The development of these new methods was motivated by requirements from engineers who need highly accurate data of mechanical properties of specific elements to plan renovations of historic buildings. Reliable data can replace overly conservative values (usually provided by visual strength grading) in structural analysis, which allows theretention of more original material as the behavior of specific elements is safely assessed. The recently developed methods, which are described in this chapter, are tensile strength of small samples, tensile Young?s modulus of mesospecimens, compressionstrength of cores, compression strength in a drilled hole, mechanical resistance to pin pushing, Young?s modulus derived by measuring the hardness and shear strength of screw withdrawals. Although in general the devices for the testing o

Název v anglickém jazyce

Prediction of mechanical properties by means of semi-destructive methods: a review

Popis výsledku anglicky

Methods and devices for in situ establishment of mechanical properties of wood have been recently developed in cooperation with European, US and Japanese researchers. The development of these new methods was motivated by requirements from engineers who need highly accurate data of mechanical properties of specific elements to plan renovations of historic buildings. Reliable data can replace overly conservative values (usually provided by visual strength grading) in structural analysis, which allows theretention of more original material as the behavior of specific elements is safely assessed. The recently developed methods, which are described in this chapter, are tensile strength of small samples, tensile Young?s modulus of mesospecimens, compressionstrength of cores, compression strength in a drilled hole, mechanical resistance to pin pushing, Young?s modulus derived by measuring the hardness and shear strength of screw withdrawals. Although in general the devices for the testing o

Druh

J_x - Nezařazeno - Článek v odborném periodiku (Jimp, Jsc a Jost)

CEP obor

AL - Umění, architektura, kulturní dědictví

OECD FORD obor

—

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 periodika

Construction and Building Materials

ISSN

0950-0618

e-ISSN

—

Svazek periodika

101

Číslo periodika v rámci svazku

SI

Stát vydavatele periodika

GB - Spojené království Velké Británie a Severního Irska

Počet stran výsledku

20

Strana od-do

1215-1234

Kód UT WoS článku

000366236300009

EID výsledku v databázi Scopus

2-s2.0-84936972074