Singular equilibrated stress fields for no-tension panels
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F67985840%3A_____%2F05%3A00028261" target="_blank" >RIV/67985840:_____/05:00028261 - isvavai.cz</a>
Result on the web
—
DOI - Digital Object Identifier
—
Alternative languages
Result language
angličtina
Original language name
Singular equilibrated stress fields for no-tension panels
Original language description
In this work we study the equilibrium problem for rectangular panels made of a notension material, clamped at the bottom, subjected to distributed vertical loads on the top, and to different types of lateral loads. Admissible and equilibrated stress fields are interpreted as tensor-valued measures with zero divergence. Such stress fields are explicitly determined under the assumption that the measure is absolutely continuous outside a smooth curve which supports a .delta. type singularity of the stress.
Czech name
—
Czech description
—
Classification
Type
C - Chapter in a specialist book
CEP classification
BA - General mathematics
OECD FORD branch
—
Result continuities
Project
—
Continuities
Z - Vyzkumny zamer (s odkazem do CEZ)
Others
Publication year
2005
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Book/collection name
Mechanical modelling and computational issues in civil engineering
ISBN
978-3-540-25567-3
Number of pages of the result
11
Pages from-to
—
Number of pages of the book
400
Publisher name
Springer
Place of publication
Berlin
UT code for WoS chapter
—