Add to ORKGThe aim of this work is to critically assess a stress-strain model using experimental masonry prisms constructed from different blocks and mortar. The following conclusion may be drawn from this work: mortar is mostly responsible for the non-linear behavior of masonry. The initial tangent modulus, obtained taking into account the compressive strength, provides a strongly non-linear relationship between elasticity modulus and compressive strength
Concrete hollow block masonry is widely used in North American and Australasian countries because it...
This study reports the failure modes of hollow concrete masonry prisms, taking into account the bloc...
A set of experimental tests to determine the compressive strength of masonry stack prisms has been n...
The aim of this work is to critically assess a stress-strain model using experimental masonry prisms...
The main goal of this work is to investigate the nonlinear behavior of concrete block masonry prisms...
The results of a combined experimental program and numerical modeling program to evaluate the behavi...
The usage of general mortar for embedding and partially filling of units in 12 masonry prisms is eva...
The main objective of this study is to verify, through compression tests on different prisms, the v...
The main goal of this work is evaluate numerical model to reproduce the compression test of concret...
Coordenação de Aperfeiçoamento de Pessoal de Nível Superior - CAPESEvaluating deformations that cons...
Masonry is a layered composite consisting of mortar and the masonry unit. Perfect bond between the m...
This paper analyses the influence of mortar strength on the mechanical behavior of ceramic and concr...
This study reports the failure modes of hollow concrete masonry prisms, taking into account the bloc...
This study reports the failure modes of hollow concrete masonry prisms, taking into account the bloc...
Current codes governing the design and analysis of masonry structures offer two methods of determini...
Concrete hollow block masonry is widely used in North American and Australasian countries because it...
This study reports the failure modes of hollow concrete masonry prisms, taking into account the bloc...
A set of experimental tests to determine the compressive strength of masonry stack prisms has been n...
The aim of this work is to critically assess a stress-strain model using experimental masonry prisms...
The main goal of this work is to investigate the nonlinear behavior of concrete block masonry prisms...
The results of a combined experimental program and numerical modeling program to evaluate the behavi...
The usage of general mortar for embedding and partially filling of units in 12 masonry prisms is eva...
The main objective of this study is to verify, through compression tests on different prisms, the v...
The main goal of this work is evaluate numerical model to reproduce the compression test of concret...
Coordenação de Aperfeiçoamento de Pessoal de Nível Superior - CAPESEvaluating deformations that cons...
Masonry is a layered composite consisting of mortar and the masonry unit. Perfect bond between the m...
This paper analyses the influence of mortar strength on the mechanical behavior of ceramic and concr...
This study reports the failure modes of hollow concrete masonry prisms, taking into account the bloc...
This study reports the failure modes of hollow concrete masonry prisms, taking into account the bloc...
Current codes governing the design and analysis of masonry structures offer two methods of determini...
Concrete hollow block masonry is widely used in North American and Australasian countries because it...
This study reports the failure modes of hollow concrete masonry prisms, taking into account the bloc...
A set of experimental tests to determine the compressive strength of masonry stack prisms has been n...