(Created page with "== Abstract == La simulación numérica del comportamiento de los materiales compuestos es un campo en desarrollo cuya aplicación a estructuras ha experimentado avances impo...")
 
 
(One intermediate revision by the same user not shown)
Line 1: Line 1:
 
== Abstract ==
 
== Abstract ==
  
−
La simulación numérica del comportamiento de los materiales compuestos es un campo en desarrollo cuya aplicación a estructuras ha experimentado avances importantes que han conducido a mejoras en el refuerzo de las mismas. En relación con este tema, el artículo parte de la teoría de de mezclas serie/paralelo que permite deducir el comportamiento de los compuestos a partir de las ecuaciones constitutivas de los materiales componentes. Con el fin de destacar las ventajas que tiene esta herramienta en el análisis y el diseño de estructuras reparadas o rehabilitadas con polímeros reforzados con fibras largas (FRP), en el artículo se realizan análisis numéricos mediante modelos de elementos finitos de un conjunto de pórticos con distintas configuraciones de refuerzo. Los resultados obtenidos muestran que el uso de esta teoría contribuye a mejorar el análisis y el diseño de las estructuras reforzadas con FRP. Summary The numerical simulation of composite materials is a field under continuous development. Its application to structural design has shown important improvements, leading to a better simulation of strengthened structures. This paper uses the serial/parallel mixing theory to predict the mechanical behavior of composites. This theory uses the constitutive equations of the component materials to obtain the composite performance. The advantages provided by this formulation to simulate concrete structures reinforced or retrofitted with Fiber Reinforced Polymers (FRP) will be shown from the analysis of several finite element models, consisting of a set of concrete frames with different strengthening configurations. The results obtained will show that the use of this theory to simulate FRP reinforced structures improves their analysis and design.
+
The numerical simulation of composite materials is a field under continuous development. Its application to structural design has shown important improvements, leading to a better simulation of strengthened structures. This paper uses the serial/parallel mixing theory to predict the mechanical behavior of composites. This theory uses the constitutive equations of the component materials to obtain the composite performance. The advantages provided by this formulation to simulate concrete structures reinforced or retrofitted with Fiber Reinforced Polymers (FRP) will be shown from the analysis of several finite element models, consisting of a set of concrete frames with different strengthening configurations. The results obtained will show that the use of this theory to simulate FRP reinforced structures improves their analysis and design.
  
 
== Full document ==
 
== Full document ==
 
<pdf>Media:draft_Content_397060378RR262F.pdf</pdf>
 
<pdf>Media:draft_Content_397060378RR262F.pdf</pdf>

Latest revision as of 11:00, 14 June 2017

Abstract

The numerical simulation of composite materials is a field under continuous development. Its application to structural design has shown important improvements, leading to a better simulation of strengthened structures. This paper uses the serial/parallel mixing theory to predict the mechanical behavior of composites. This theory uses the constitutive equations of the component materials to obtain the composite performance. The advantages provided by this formulation to simulate concrete structures reinforced or retrofitted with Fiber Reinforced Polymers (FRP) will be shown from the analysis of several finite element models, consisting of a set of concrete frames with different strengthening configurations. The results obtained will show that the use of this theory to simulate FRP reinforced structures improves their analysis and design.

Full document

The PDF file did not load properly or your web browser does not support viewing PDF files. Download directly to your device: Download PDF document
Back to Top
GET PDF

Document information

Published on 01/04/10
Accepted on 01/04/10
Submitted on 01/04/10

Volume 26, Issue 2, 2010
Licence: CC BY-NC-SA license

Document Score

0

Views 1
Recommendations 0

Share this document

claim authorship

Are you one of the authors of this document?

I am an author