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Study on bond properties of textile reinforced concrete

机译:纺织钢筋混凝土粘结性能研究

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Textile reinforced concrete (TRC) allows the light weight structures and offers a high effectiveness of the reinforcement by using continuous yarns. The study on the bond behavior between textile and concrete matrix is significant for the development of computational methods that analyze the textile reinforced concrete. The paper analyzes the bonding constitutive model of TRC and the bonding mechanism that the stress is transferred from fine concrete to textile, pointing out quadruple linear model can accurately reflect the bond behavior between fiber and concrete, illustrates the main influences on bond between the fine grained matrix and fabrics based on the pull-out test, the result reveals that with initial bond length increasing, the maximum pull force increases, and increasing concrete strength and improving workability of concrete matrix, epoxy resin impregnating and sand covering of textile as well as prestressing textile can increase the bond strength between textile and concrete. Finally the paper proposes that epoxy resin impregnating and 0.15~0.30 mm sand covering of textile can be used as a practical method of improving bond properties in the engineering.
机译:纺织钢筋混凝土(TRC)允许轻量级结构,并通过使用连续纱线提供加强件的高效性。关于纺织和混凝土矩阵之间的债券行为的研究对于分析纺织钢筋混凝土的计算方法的开发是显着的。本文分析了TRC的键合组成型模型和粘接机构,将应力从微量混凝土转移到纺织,指出四重线性模型可以准确反映光纤和混凝土之间的粘合行为,说明了对细粒之间粘合的主要影响基于拉出试验的基质和织物,结果显示,随着初始粘合长度的增加,最大拉力增加,增加了混凝土基质的混凝土强度,提高了混凝土基质的可加工性,环氧树脂浸渍和纺织品的砂覆盖,以及预应力纺织品可以增加纺织和混凝土之间的粘结强度。最后,该论文提出了纺织品浸渍环氧树脂和0.15〜0.30毫米的砂覆作为改善工程中的粘合性能的实用方法。

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