Detailed shear stress-displacement diagrams - Influence of conditioning of clay bricks over shear strength of brick masonry

Published: 15 November 2023| Version 1 | DOI: 10.17632/pfmxkxxch3.1
Contributors:
Carolina Paola Briceño Melendez, Miguel Azenha, Graca Vasconcelos, Paulo Lourenco

Description

This database is related to the paper, named as "Influence of conditioning of clay bricks over shear strength of brick masonry". Single diagrams that show results based on the level of pre-compression (3 levels: 0.2, 0.6, 1.0 MPa), type of mortars (Section 2.1.1), and different type of conditioning (Section 2.1.3.)

Files

Steps to reproduce

Notes: 1. Single diagrams that show results based on the level of pre-compression (3 levels: 0.2, 0.6, 1.0 MPa), type of mortars (Section 2.1.1), and different type of conditioning (Section 2.1.3.) 2. Each diagram is composed of four curves, named as follows: (a) "LVDT 1," (b) "LVDT 2," (c) "LVDT 1, filtered," and (d) "LVDT 2, filtered. " The curves labeled "LVDT 1" and "LVDT 1, filtered" refer to the same data with the difference that the second curve has been processed considering the Savitzky-Golay filter. Similarly, with "LVDT 2" and "LVDT 2, filtered". In addition, each diagram shows the maximum shear stress value obtained from the unfiltered data.

Institutions

Universidade do Minho

Categories

Conditioning, Masonry, Mortar, Shear Behavior

Funding

Fundação para a Ciência e Tecnologia

2020.07964.BD

University of Minho

UIDB / 04029/2020

Licence