Simulación numérica del proceso de fractura en concreto reforzado mediante la metodología de discontinuidades fuertes de continuo. Parte II: Aplicación a páneles sometidos a cortante
The numerical simulation results of the fracture process in re-inforced concrete shear panels are presented in this work. The simulation used a model based on the continuum strong dis-continuity approach (CSDA) and mixing theory. CSDA des-cribes strain localization and formation of discontinuity ass...
| Authors: | , , |
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| Format: | article |
| Status: | Published version |
| Publication Date: | 2010 |
| Country: | Argentina |
| Institution: | Consejo Nacional de Investigaciones Científicas y Técnicas |
| Repository: | CONICET Digital (CONICET) |
| Language: | Spanish |
| OAI Identifier: | oai:ri.conicet.gov.ar:11336/13754 |
| Online Access: | http://hdl.handle.net/11336/13754 |
| Access Level: | Open access |
| Keyword: | Computational mechanics fracture mechanics, strong discontinuity, mixing theory, reinforced concrete, finite elements, Shear panels. https://purl.org/becyt/ford/2.5 https://purl.org/becyt/ford/2 |
| Summary: | The numerical simulation results of the fracture process in re-inforced concrete shear panels are presented in this work. The simulation used a model based on the continuum strong dis-continuity approach (CSDA) and mixing theory. CSDA des-cribes strain localization and formation of discontinuity asso-ciated with the appearance of a crack. On the other hand, mixing theory represents composite material behaviour which is formed by a simple concrete matrix and one or two bundles of long reinforcement bars. The behaviour of simple concrete and steel is represented by a two-dimensional damage model and one-dimensional plasticity model, respectively. The mo-del has been implemented in the finite element method which considers plane stress, infinitesimal strain and static loads. Three panels are simulated, reinforced in one or two ways; they are mainly subjected to shear forces. The numerical si-mulation results as well as structural response and cracking patterns were satisfactory. |
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