Stress analysis of masonry vaults and static efficacy of FRP repairs |
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Institution: | Department of “Scienza delle Costruzioni”, University of Naples “Federico II”, Italy |
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Abstract: | In the paper, the basic principles for the analysis of structures made by Not-Resisting-Tension (NRT) material are introduced; the theory is then applied for investigating the static behaviour of a NRT masonry arch model and to test the effect of reinforcements made by FRP strips of variable length. A wide experimental campaign is developed and numerical/experimental comparison is provided in order to evaluate the skill of the adopted model in capturing the real behaviour of the structure with or without reinforcement. |
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