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Ancient masonry arches and vaults strengthened with TRM, SRG and FRP composites: Experimental evaluation

机译:TRM,SRG和FRP复合材料增强了古代石砌拱顶和拱顶:实验评估

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Composite materials made with textile fibers both with polymeric and cementitious matrices are often adopted for the retrofitting of masonry arches and vaults. A specific project that analyzes the performance of ancient masonry arches and vaults strengthened with composite systems has been recently concluded at Politecnico of Milan. The project involves the experimental evaluation and the development of numerical and analytical simulations. In this paper the experimental campaign is described, whereas the numerical validation is provided in an accompanying paper (Bertolesi et al., 2017). The tests were performed in situ on ancient masonry arches and vault elements. In particular, three barrel vaults and two arches either unreinforced or reinforced with Steel Reinforced Grout (SRG), Textile Reinforced Mortar (TRM) and Fiber Reinforced Polymer (FRP) were tested.
机译:由纺织纤维制成的复合材料既具有聚合基体又具有水泥基体,通常被用于砌体拱和拱顶的翻新。最近在米兰的Politecnico结束了一项具体项目,该项目分析了用复合材料系统加固的古代石砌拱门和拱顶的性能。该项目涉及实验评估以及数值和分析模拟的开发。本文描述了实验活动,而随附的论文中提供了数值验证(Bertolesi等,2017)。测试是在古代砖石拱门和拱顶元素上进行的。特别地,测试了三个桶形拱顶和两个未用钢增强水泥浆(SRG),纺织品增强砂浆(TRM)和纤维增强聚合物(FRP)增强的拱门。

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