Přístupnostní navigace
E-přihláška
Vyhledávání Vyhledat Zavřít
Detail publikace
VENCLOVSKÝ, J. ŠTĚPÁNEK, P.
Originální název
Calculation of bending stiffness and its first derivatives related to optimization of a steel-reinforced concrete cross section
Typ
článek ve sborníku ve WoS nebo Scopus
Jazyk
angličtina
Originální abstrakt
This article focuses on creating an algorithm for the calculation of bending stiffness of an arbitrary polygonal cross section, including the first derivatives of this stiffness with respect to all the input variables. The coordinates of vertices of the cross section are also among these input variables. The algorithm is in principle based on dividing the cross section into trapezoids, calculating zero, first and second moment of area of these trapezoids, including partial derivatives with respect to all the input variables, and then compiling all these partial results into a final output. A DLL library based on this algorithm is then used in an optimization solver based on a reduced‑gradient method. This solver is put into practice to optimize the given cross section characteristics according to prescribed criteria.
Klíčová slova
bending stiffness, moments of polygonal area, optimization
Autoři
VENCLOVSKÝ, J.; ŠTĚPÁNEK, P.
Vydáno
25. 4. 2016
Nakladatel
Trans Tech Publications
Místo
Switzerland
ISBN
978-3-0383-5675-2
Kniha
Proceedings from 22nd Czech Concrete Day 2015
ISSN
1012-0394
Periodikum
Solid State Phenomena
Ročník
249
Číslo
1
Stát
Švýcarská konfederace
Strany od
253
Strany do
260
Strany počet
8
URL
http://www.scientific.net/SSP.249.253
BibTex
@inproceedings{BUT126584, author="Jakub {Venclovský} and Petr {Štěpánek}", title="Calculation of bending stiffness and its first derivatives related to optimization of a steel-reinforced concrete cross section", booktitle="Proceedings from 22nd Czech Concrete Day 2015", year="2016", journal="Solid State Phenomena", volume="249", number="1", pages="253--260", publisher="Trans Tech Publications", address="Switzerland", doi="10.4028/www.scientific.net/SSP.249.253", isbn="978-3-0383-5675-2", issn="1012-0394", url="http://www.scientific.net/SSP.249.253" }