Analysis of deformability modulus by linear and nonlinear elastic methods in ceramic structural masonry and mortars

Abstract There are studies analyzing the parameters of structural masonry strength, however few are performed evaluating the interference of the mortar in the deformability parameters. The objective of this study was to verify the theories of elasticity (Hooke’s linear model and nonlinear models by...

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Bibliographic Details
Main Authors: N. A. Cerqueira, M. T. Marvila, A. R. G. de Azevedo, J. Alexandre, G. C. Xavier, V. B. de Souza
Format: Article
Language:English
Published: Associação Brasileira de Cerâmica 2020-07-01
Series:Cerâmica
Subjects:
Online Access:http://www.scielo.br/pdf/ce/v66n379/1678-4553-ce-66-379-229.pdf