Accuracy of Stress Analysis Using Numerical Integration of Elastic Half-Space

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F62304178%3A_____%2F13%3A%230000001" target="_blank" >RIV/62304178:_____/13:#0000001 - isvavai.cz</a>
Alternative codes found
RIV/61989100:27120/13:86087289
Result on the web
—
DOI - Digital Object Identifier
—

Result language
angličtina
Original language name
Accuracy of Stress Analysis Using Numerical Integration of Elastic Half-Space
Original language description
In case of constructions placed on subsoil, it is necessary to create a rigidity matrix for the element subsoil. That rigidity matrix should be then added up in respective positions with the rigidity matrix of an element. To clarify the proposed model ofthe subsoil, a method is derived for determination of vertical subsoil stress analysis under any shape of a slab construction by means of numerical integration and theory of isoparametric elements using the Jacobian transformation. This approach is rather original and represents the key contribution of this work in interaction solutions. Using the proposed approach, the method can be employed for any shape of a finite element.
Czech name
—
Czech description
—

Project
<a href="/en/project/FR-TI2%2F746" target="_blank" >FR-TI2/746: *Reological sliding joint with thermo-controlled viscoelastic properties</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Publication year
2013
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Similar results(10)