Computer Simulation of Glass Formation in two Dimensional Networks

1992 ◽  
pp. 356-363
Author(s):  
F. Montoya ◽  
J. M. Dubois
Keyword(s):  
Computer Simulation ◽  
Glass Formation ◽  
Two Dimensional

Computer simulation of energy trapping on a two-dimensional square lattice

Langmuir ◽  
1991 ◽  
Vol 7 (11) ◽  
pp. 2788-2793 ◽  
Author(s):  
Masahiko. Sisido ◽  
Hiroki. Sasaki ◽  
Yukio. Imanishi
Keyword(s):  
Computer Simulation ◽  
Square Lattice ◽  
Two Dimensional ◽  
Energy Trapping

scholarly journals Basic and mixed models for computer simulation of liquid phase sintering of a porous structure

2007 ◽  
Vol 39 (1) ◽  
pp. 3-8 ◽  
Author(s):  
Z.S. Nikolic
Keyword(s):  
Computer Simulation ◽  
Liquid Phase ◽  
Porous Structure ◽  
Microstructural Evolution ◽  
Mixed Models ◽  
Liquid Phase Sintering ◽  
Two Dimensional ◽  
Gravitational Effects ◽  
Diffusion Phenomena

A two-dimensional method based on basic and mixed models for simulation of liquid phase sintering of a porous structure will be developed. These models will be tested in order to conduct a study of diffusion phenomena and gravitational effects on microstructural evolution during liquid phase sintering of a W-Ni system.

scholarly journals Verification of the flexion and shear behavior in masonry panels accordance to ABNT NBR 15961-1 (2011), EN 1996-1-1 (2005) and ACI TMS 530 (2013)

2018 ◽  
Vol 11 (4) ◽  
pp. 673-685
Author(s):  
R. C. MATA ◽  
C. S. RAMOS ◽  
M. L. C. SILVA
Keyword(s):  
Computer Simulation ◽  
Finite Element ◽  
Numerical Model ◽  
Design Criteria ◽  
Two Dimensional ◽  
Finite Element Software ◽  
Modelling Procedure ◽  
Increasing Trend ◽  
American Standard ◽  
Compression Level

Abstract This paper presents a numerical analysis of the mechanical behavior of structural masonry panels submitted to horizontal and vertical stresses. To evaluate the design process of these structures, the results obtained by the computer simulations were compared with the results determined by the design criteria of ABNT NBR 15961-1 (2011), ACI TMS 530 (2013) and EN 1996-1-1 (2005). The finite element software DIANA v.9.3 was used to simulate two-dimensional models with the simplified micro modelling procedure. The results obtained by the normative standards were more conservative than the results of the numerical model, as expected. With the increase of the pre-compression level, the computer simulation has demonstrated the increasing trend of the values of resistant forces, besides the change of the way of rupture of the panels. Among the three standards evaluated, the American Standard was the most conservative.

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