PT Unknown
AU Djordjevic, D
   Petkovic, D
   Zivkovic, D
AU Internationales Kolloquium über Anwendungen der Informatik und Mathematik in Architektur und Bauwesen : 07. bis 09.07. 2009, Bauhaus-Universität Weimar
TI The application of interval calculus to estimation of plate deflection by solving Poisson's partial differential equation
SE Internationales Kolloquium über Anwendungen der Informatik und Mathematik in Architektur und Bauwesen : 07. bis 09.07.2009, Bauhaus-Universität Weimar
PD July
PY 2010
VL 18, 2009
DI 10.25643/bauhaus-universitaet.2839
WP https://www.db-thueringen.de/receive/dbt_mods_00037082
LA en
DE Angewandte Informatik; Angewandte Mathematik; Architektur <Informatik>; Computerunterstütztes Verfahren; Building Information Modeling
SN 1611-4086
AB This paper describes the application of interval calculus to calculation of plate deflection, taking in account inevitable and acceptable tolerance of input data (input parameters). The simply supported reinforced concrete plate was taken as an example. The plate was loaded by uniformly distributed loads. Several parameters that influence the plate deflection are given as certain closed intervals. Accordingly, the results are obtained as intervals so it was possible to follow the direct influence of a change of one or more input parameters on output (in our example, deflection) values by using one model and one computing procedure. The described procedure could be applied to any FEM calculation in order to keep calculation tolerances, ISO-tolerances, and production tolerances in close limits (admissible limits). The Wolfram Mathematica has been used as tool for interval calculation.
PI Weimar
ER