Creep Behaviour of Reinforced Masonry Walls by CFRP Sheets and Structural Mortar

Paola Antonaci; Pietro G. Bocca; Davide Masera

doi:10.4028/www.scientific.net/KEM.452-453.125

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Parametric Generation of Random Distribution of Fibers in Long-Fiber Reinforced Composites and Micromechanical FE Analysis
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Mechanical Behavior of Structural Concrete Made with Recycled Aggregates from Tunnel Excavation
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Creep Behaviour of Reinforced Masonry Walls by CFRP Sheets and Structural Mortar
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Cyclic vs. Static Loading Behaviour of Masonry Blocks: An Approach to Evaluate the Long-Term Behaviour
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Study on Non-Local Damage Constitutive Model of Concrete under Freeze-Thaw Action
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HomeKey Engineering MaterialsKey Engineering Materials Vols. 452-453Creep Behaviour of Reinforced Masonry Walls by...

Creep Behaviour of Reinforced Masonry Walls by CFRP Sheets and Structural Mortar

Abstract:

An experimental analysis on a set of strengthened masonry walls has been carried out by means of cyclic loading tests in order to simulate the creep effects. Laboratory tests were carried out at the Non-Destructive Testing Laboratory of the Politecnico di Torino: ad hoc brickwork specimens were manufactured and reinforced by FRP and strengthening mortar. The main goal of this experimental work is to demonstrate that in the choice of the masonry reinforcement is important to value not only the increment of the ultimate strength of the material reinforced, but also its response and durability in term of long-term action, called as creep phenomenon.

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Periodical:

Key Engineering Materials (Volumes 452-453)

Pages:

125-128

DOI:

https://doi.org/10.4028/www.scientific.net/KEM.452-453.125

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Online since:

November 2010

Authors:

Paola Antonaci, Pietro G. Bocca, Davide Masera

Keywords:

CFRP Strengthening, Cyclic Fatigue Stress, Durability, Long-Term Behaviour, Masonry Creep, Mortar Strengthening, Shear Test Masonry

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