scholarly journals Dynamic Macroeconomics: A Didactic Numeric Model

2018 ◽  
Author(s):  
Carlos Esteban Posada ◽  
Santiago Sanchez

2011 ◽  
Vol 2 (1) ◽  
pp. 1-12
Author(s):  
A. Hegyi ◽  
H. Vermeşan ◽  
V. Rus

Abstract In this paper we wish to present the numerical model elaborated in order to simulate some physical phenomena that influence the general deterioration of steel, whether hot dip galvanized or not, in reinforced concrete. We describe the physical and mathematical models, establishing the corresponding equation system, the initial and boundary conditions. We have also presented the numeric model associated to the mathematical model and the numeric methods of discretization and solution of the differential equations system that describes the mathematical model.



2016 ◽  
Vol 30 (9) ◽  
pp. 7704-7712 ◽  
Author(s):  
A. Pilatau ◽  
H. S. Medeiros ◽  
A. S. da Silva Sobrinho ◽  
G. Petraconi Filho


2018 ◽  
Vol 115 ◽  
pp. 859-870 ◽  
Author(s):  
Joaquim Romaní ◽  
Luisa F. Cabeza ◽  
Alvaro de Gracia


2015 ◽  
Vol 1124 ◽  
pp. 83-88 ◽  
Author(s):  
Tomáš Bittner ◽  
Petr Tej ◽  
Miroslav Vokáč ◽  
Petr Bouška ◽  
Šárka Nenadálova

The paper is about a research focused on a development of thin slabs made from white UHPC. These slabs are reinforced by scattered PVA fibres and textile glass reinforcement in form of 2D net. The aim of the experiment is the development of tin slabs that can be used as facade or roof panels. The course of the experimental tests of these slabs and its correspondence with the numeric analysis made with ATHENA software is in the paper. Three slab specimens with size of 750 x 125 x 15 mm were tested in four-point bending. The white UHPC matrix was reinforced by the scattered PVA fibres and the 2D textile glass reinforcement with mesh 20 x 20 mm. The used 2D reinforcement was coated against alkali conditions, so called AR - Glass with 2400 TEX fineness. The reinforcement was placed and fixed near the lower surface of the slabs. The course of the tests was continually monitored by an automatic measuring unit where especially the acting force, the deformation in the middle of the span, the deformation in the supports and the progressive formation and development of cracks were detected. The numeric model was created in 3D surroundings of Gid 2011 program and then converted into ATENA software.



ASAIO Journal ◽  
1996 ◽  
Vol 42 (5) ◽  
pp. M524-529 ◽  
Author(s):  
DIRK S. DE WACHTER ◽  
PASCAL R. VERDONCK ◽  
RONNY F. VERHOEVEN ◽  
REMI O. HOMBROUCKX
Keyword(s):  
Red Cell ◽  






Author(s):  
Katia Lucchesi Cavalca ◽  
Sérgio Junichi Idehara ◽  
Franco Giuseppe Dedini ◽  
Robson Pederiva

Abstract The present paper proposes the use of non linear model updating applying unrestricted optimization method, in order to obtain a methodology, which allows the calibration of mathematical models in rotating systems. An experimental set up for this purpose consists of a symmetric rotor, on a rigid foundation supported by two hidrodynamic cylindrical bearings and with a central disk of considerable mass, working as na unbalancing excitation force. Once the numeric and experimental values are obtained, error vectors are defined, which are the minimization parameters, through the variation of the numeric model parameters. The method presented satisfactory results, as it was able to calibrate the mathematical model, and then to obtain reliable responses for the physical system studied. The research also presents a contribution for the rotating machine desing area as it presents a relatively simple methodology on the updating and revalidation of computacional models for machines and structures.



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