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提出一种新型砌体结构形式的概念和方法,通过3个试件的初步试验验证了这种新型砌体结构形式的有效性,网状FRP增强砖砌体是对FRP材料和砌体结构合理、有效地组合。进一步分析了网状FRP增强砖砌体的工作机理、破坏形态和作用效果。研究表明:采用建议的新型砌体结构形式,改变了试件的最终破坏模式,显著提高了承载力。
The concept and method of a new type of masonry structure are proposed. The effectiveness of this new type of masonry structure is verified by the preliminary test of three specimens. The reticulated FRP reinforced brick masonry is reasonable for FRP materials and masonry structures , Effectively combined. Further analysis of the mesh FRP reinforced brickwork working mechanism, damage morphology and effect. The results show that the proposed new masonry structure modifies the ultimate failure mode of the specimen and significantly increases the bearing capacity.