Repositório Institucional da Universidade de Aveiro > Departamento de Engenharia Civil > CIVIL - Comunicações >
 Numerical modelling of in-plane behaviour of adobe walls
Please use this identifier to cite or link to this item http://hdl.handle.net/10773/6442

title: Numerical modelling of in-plane behaviour of adobe walls
authors: Tarque, N.
Camata, G.
Spacone, E.
Varum, H.
Blondet, M.
issue date: 2010
abstract: Some tests for material characterization of adobe blocks and adobe masonry have been carried out in universities and laboratories around the world. However, the number of tests is quite limited in comparison with those carried out with other structural materials, such as masonry or reinforced concrete, and even those tests just refers to elastic properties. The results of adobe tests (i.e. compression strength, elasticity modulus, shear strength, etc.), as well as the results of cyclic and dynamic tests on adobe masonry components and small buildings show that the mechanical properties of adobe masonry and the seismic performance of adobe constructions highly depend on the type of soil used for the production of units and mortar. Basic properties, such as elasticity modulus, can have significant variation from one soil type to another. The state-of-the-art for the numerical modelling of unreinforced masonry point to three main approaches: macro-modelling, simplified micro-modelling and detailed micro-modelling. In all three approaches, the use of elastic and inelastic parameters is required. For adobe masonry, the lack of knowledge concerning some of the material properties makes numerical modelling more difficult. In the proposed work, the mechanical properties of the typical adobe masonry in Peru have been calibrated based on a cyclic in-plane test carried out on an adobe wall at the Catholic University of Peru (PUCP). The mechanical parameters calibration and the modelling results of the in-plane behaviour of the adobe wall are presented. Macro-modelling and simplified micro-modelling strategies are used in finite element software with an implicit solution strategy. The results of this work represent the first step for the numerical modelling of the seismic behaviour of adobe constructions.
URI: http://hdl.handle.net/10773/6442
publisher version/DOI: http://sismica2010.web.ua.pt/
source: Sísmica 2010: 8º Congresso Nacional de Sismologia e Engenharia Sísmica
appears in collectionsCIVIL - Comunicações

files in this item

file description sizeformat
J_048.pdf1.15 MBAdobe PDFview/open

Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.


Valid XHTML 1.0! RCAAP OpenAIRE DeGóis
ria-repositorio@ua.pt - Copyright ©   Universidade de Aveiro - RIA Statistics - Powered by MIT's DSpace software, Version 1.6.2