An experimental study performed on brick masonry panels strengthened by Fiber Reinforced Polymer (FRP) laminates is here proposed. A series of 9 plain and 24 strengthened panels have been subjected to diagonal compression tests. The use of three type of fibers (carbon, glass and polyvinyl-alcohol, characterized by different strength and stiffness) applied in different configurations (at one side or both sides) and geometry (as a squared grid or diagonally) on the faces of the walls have been considered.
Shear behavior of masonry panels strengthened by FRP laminates
VALLUZZI, MARIA ROSA;MODENA, CLAUDIO
2001
Abstract
An experimental study performed on brick masonry panels strengthened by Fiber Reinforced Polymer (FRP) laminates is here proposed. A series of 9 plain and 24 strengthened panels have been subjected to diagonal compression tests. The use of three type of fibers (carbon, glass and polyvinyl-alcohol, characterized by different strength and stiffness) applied in different configurations (at one side or both sides) and geometry (as a squared grid or diagonally) on the faces of the walls have been considered.
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