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Modeling of a Masonry Arch Using the Discrete Element Method
Cita
Stagnitta, Estefanía
(2019).
Modeling of a Masonry Arch Using the Discrete Element Method.
Tesis (Master), E.T.S.I. Caminos, Canales y Puertos (UPM).
Descripción
| Título: | Modeling of a Masonry Arch Using the Discrete Element Method |
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| Autor/es: |
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| Director/es: |
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| Tipo de Documento: | Tesis (Master) |
| Título del máster: | Ingeniería de las Estructuras, Cimentaciones y Materiales |
| Fecha: | Noviembre 2019 |
| Materias: | |
| ODS: | |
| Palabras Clave Informales: | Masonry Arch, Discrete Element Method, Multi-Body Dynamics |
| Escuela: | E.T.S.I. Caminos, Canales y Puertos (UPM) |
| Departamento: | Ingeniería y Morfología del Terreno |
| Licencias Creative Commons: | Reconocimiento - Sin obra derivada - No comercial |
Resumen
This work focuses on designing numerical simulations capable of reproducing
the non linear response and collapse mechanism of a masonry arch. The selected techniques
are based on a discontinuous approach and are developed by means of two different software:
Abaqus/Explicit and Yade-DEM.
Firstly, there is a detailed survey of the strategies available in each software to represent the
heterogeneous media, which shall set the basis of the subsequent model of the arch. This
one is then studied considering different load cases, so as to reach conclusions regarding the
effectiveness and limitations of the computational simulations.
Más información
| ID de Registro: | 59385 |
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| Identificador DC: | https://oa.upm.es/59385/ |
| Identificador OAI: | oai:oa.upm.es:59385 |
| Depositado por: | Biblioteca ETSI Caminos |
| Depositado el: | 11 Mar 2020 06:49 |
| Ultima Modificación: | 11 Mar 2020 06:49 |
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