Analysis of support of stairs in a wooden prefabricated staircase with one-sided suspended stairs made from scots pine (Pinus sylvestris) with the use of experimental tests and numerical analyses

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F15%3APU114215" target="_blank" >RIV/00216305:26110/15:PU114215 - isvavai.cz</a>

Výsledek na webu

<a href="http://www.woodresearch.sk/articles.php?volume=13&issue=50" target="_blank" >http://www.woodresearch.sk/articles.php?volume=13&issue=50</a>

DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

Analysis of support of stairs in a wooden prefabricated staircase with one-sided suspended stairs made from scots pine (Pinus sylvestris) with the use of experimental tests and numerical analyses

Popis výsledku v původním jazyce

The article describes experimental tests of a detail of a wooden prefabricated staircase with one-sided suspended stairs made from Scots pine (Pinus sylvestris) in the wall with steel support bars. It is a detail under high stress which was identified by a 3D numerical analysis performed with the use of finite element methods using the calculation system ANSYS. It contains a comparison of the results from experimental tests and numerical 3D analyses. In addition, it describes material models used with the numerical 3D analysis (rectangular orthotropy and cylindrical anisotropic plasticity) as well as non-interactive (maximum stress criterion) and interactive (Hoffman and Tsai-Wu criteria) failure criteria for prediction of the occurrence and propagation of failures in wood.

Název v anglickém jazyce

Analysis of support of stairs in a wooden prefabricated staircase with one-sided suspended stairs made from scots pine (Pinus sylvestris) with the use of experimental tests and numerical analyses

Popis výsledku anglicky

The article describes experimental tests of a detail of a wooden prefabricated staircase with one-sided suspended stairs made from Scots pine (Pinus sylvestris) in the wall with steel support bars. It is a detail under high stress which was identified by a 3D numerical analysis performed with the use of finite element methods using the calculation system ANSYS. It contains a comparison of the results from experimental tests and numerical 3D analyses. In addition, it describes material models used with the numerical 3D analysis (rectangular orthotropy and cylindrical anisotropic plasticity) as well as non-interactive (maximum stress criterion) and interactive (Hoffman and Tsai-Wu criteria) failure criteria for prediction of the occurrence and propagation of failures in wood.

Druh

J_imp - Článek v periodiku v databázi Web of Science

CEP obor

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OECD FORD obor

20101 - Civil engineering

Projekt

<a href="/cs/project/LO1408" target="_blank" >LO1408: AdMaS UP - Pokročilé stavební materiály, konstrukce a technologie</a><br>

Návaznosti

P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)<br>S - Specificky vyzkum na vysokych skolach

Rok uplatnění

2015

Kód důvěrnosti údajů

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

Název periodika

WOOD RESEARCH

ISSN

1336-4561

e-ISSN

—

Svazek periodika

60

Číslo periodika v rámci svazku

3

Stát vydavatele periodika

SK - Slovenská republika

Počet stran výsledku

14

Strana od-do

477-490

Kód UT WoS článku

000358108200014

EID výsledku v databázi Scopus

2-s2.0-84937867526