A tensegrity approach to the optimal reinforcement of masonry domes and vaults through fiber-reinforced composite materials

作者：Fraternali F; Carpentieri G; Modano M; Fabbrocino F; Skelton R E

来源：Composite Structures, 2015, 134: 247-254.

DOI：10.1016/j.compstruct.2015.08.087

• Masonry
• Tensegrity
• Topology optimization
• Minimal mass
• Vaults
• Domes

We present a tensegrity approach to the strengthening of masonry vaults and domes performed by bonding grids of fiber reinforced composites to the masonry substrate. A topology optimization of such a reinforcement technique is formulated, on accounting for a tensegrity model of the reinforced structure; a minimal mass design strategy; different yield strengths of the masonry struts and tensile composite reinforcements; and multiple loading conditions. We show that the given optimization strategy can be profitably employed to rationally design fiber-reinforced composite material reinforcements of existing or new masonry vaults and domes, making use of the safe theorem of limit analysis. A wide collection of numerical examples dealing with real-life masonry domes and vaults highlight the technical potential of the proposed approach.

• 出版日期2015-12-15