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The Behavior of Masonry Walls with Reinforced Plaster Mortar
Author(s) -
Hakan Başaran,
Ali Demir,
Muhiddin Bağcı
Publication year - 2013
Publication title -
advances in materials science and engineering
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.356
H-Index - 42
eISSN - 1687-8442
pISSN - 1687-8434
DOI - 10.1155/2013/436946
Subject(s) - materials science , algorithm , mortar , geology , computer science , composite material
The purpose of this study is the improvement of the behaviors of walls constructed with masonry bricks using reinforced plaster mortars. In this study, 400×400×100 mm sized walls were constructed using 1 : 2 scaled 100×50×30 mm sized masonry bricks. The walls were plastered using normal and various proportions of polypropylene and steel fiber reinforced plaster mortars and were subjected to vertical loads at 30°, 45°, 60°, and 90° angles. As a result of the experiments, attempts were made to present the strength, stiffness, and ductility of all of the walls. At the end of the study, an evaluation concerning failure envelope curve (σ-τ) obtained from test results according to plastered masonry walls types was performed

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