4.0 Article

Influence of strength behavior in brick masonry prism and wallette under compression

Journal

MATERIA-RIO DE JANEIRO
Volume 28, Issue 1, Pages -

Publisher

UNIV FED RIO DE JANEIRO, LAB HIDROGENIO
DOI: 10.1590/1517-7076-RMAT-2022-0260

Keywords

Strength under Compression; Initial Rate of Absorption; Peak Strain; Ductility

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This paragraph describes the use of prisms and wallette to study the strength and deformation capabilities of masonry under uniaxial compression, and discusses the link between these two main test methods. By comparing the standards and judging their conservatism or lack thereof, researchers attempted to establish a relationship between the behavior of the enormous masonry prism and the wallette pressure behavior. Prisms and wallette were made and tested using three different types of units and three mortar compositions, and the results showed that the compressive strength of prism tests is consistently higher than that of identical wallette samples.
For decades, prisms and wallette have been used to explore masonry's strength and deformation capabilities under uniaxial compression; moreover, the link between these two main test methods needs to be better estab-lished. Using standard masonry design expressions and data, the prism or wallette test can determine compres-sion qualities. The researchers compared the standards and came to judgments on their conservatism or lack thereof, independent of how the rules for those design standards were formed. As a result, an attempt was made to link the behaviour of the enormous masonry prism to the wallette pressure behaviour. Prisms and wallette were made and tested by three different types of units and three mortar compositions. According to test results, the compressive strength of prism tests is consistently higher than that of identical wallette samples. It has remained demonstrated that a linear relationship concerning the compressive strengths of prisms and wallette is tolerable. To test data from the prisms and wallette, a simplified analytical model for the deformation properties of masonry is given.

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