Shear strength of thin web – influence of lighting openings and diagonal tension

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26210%2F16%3APU118884" target="_blank" >RIV/00216305:26210/16:PU118884 - isvavai.cz</a>
Result on the web
<a href="http://www.tandfonline.com/toc/tavi20/20/1" target="_blank" >http://www.tandfonline.com/toc/tavi20/20/1</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.3846/16487788.2016.1168008" target="_blank" >10.3846/16487788.2016.1168008</a>

Result language
angličtina
Original language name
Shear strength of thin web – influence of lighting openings and diagonal tension
Original language description
This article provides information about stress analysis of thin beam webs with and without lighting openings. The study described in this paper was carried out in order to investigate the influence of circular lighting openings in planar webs on critical web shear force, distribution of transverse web deformations, and also strain and stress distribution in the web plate. The main goal was to compare pre- and post-buckling behaviour of a thin web with and without lighting openings under shear load.
Czech name
—
Czech description
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Type
J<sub>imp</sub> - Article in a specialist periodical, which is included in the Web of Science database
CEP classification
—
OECD FORD branch
20304 - Aerospace engineering

Project
<a href="/en/project/LO1202" target="_blank" >LO1202: NETME CENTRE PLUS</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)<br>S - Specificky vyzkum na vysokych skolach

Publication year
2016
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

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