Examination of shear stress concentration in various section beams - SHEAR STRESS CONCENTRATION FACTOR
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26210%2F07%3APU67558" target="_blank" >RIV/00216305:26210/07:PU67558 - isvavai.cz</a>
Result on the web
—
DOI - Digital Object Identifier
—
Alternative languages
Result language
čeština
Original language name
Posouzení koncentrace smykových napětí v nosnících různých průřezů - SOUČINITEL KONCENTRACE SMYKOVÉHO NAPĚTÍ
Original language description
For the analytical calculation of shear stresses in beams, Žuravskij's theory is used. There is a verification of this theory in the report. The report mainly contains new scientific knowledge about shear stress concentration. None of the currently usedanalytical calculation has included influence of shear stress concentration in the point of transition flange - web (for example I-beams, T-beams). While solving problems connected with shear, I decided to try to resolve the question of the shear stressconcentration in general. The general approach to shear stress consisted in forming "some" shear stress concentration factor. By using this factor it is possible to include shear stress concentration in analytical calculations similarly like normal stress. Further, I present what values the shear stress concentration factor can reach on normalized beams.
Czech name
Posouzení koncentrace smykových napětí v nosnících různých průřezů - SOUČINITEL KONCENTRACE SMYKOVÉHO NAPĚTÍ
Czech description
For the analytical calculation of shear stresses in beams, Žuravskij's theory is used. There is a verification of this theory in the report. The report mainly contains new scientific knowledge about shear stress concentration. None of the currently usedanalytical calculation has included influence of shear stress concentration in the point of transition flange - web (for example I-beams, T-beams). While solving problems connected with shear, I decided to try to resolve the question of the shear stressconcentration in general. The general approach to shear stress consisted in forming "some" shear stress concentration factor. By using this factor it is possible to include shear stress concentration in analytical calculations similarly like normal stress. Further, I present what values the shear stress concentration factor can reach on normalized beams.
Classification
Type
D - Article in proceedings
CEP classification
JR - Other machinery industry
OECD FORD branch
—
Result continuities
Project
—
Continuities
S - Specificky vyzkum na vysokych skolach
Others
Publication year
2007
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
Aplikovaná mechanika 2007
ISBN
978-80-248-1389-9
ISSN
—
e-ISSN
—
Number of pages
1
Pages from-to
1-1
Publisher name
Neuveden
Place of publication
Neuveden
Event location
Malenovice
Event date
Apr 16, 2007
Type of event by nationality
EUR - Evropská akce
UT code for WoS article
—