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On the results of experimental and numerical studies of the stress-strain state of concrete structures reinforced with pre-stressed polymer composite links

机译:预应力聚合物复合材料筋加固混凝土结构应力-应变状态的试验和数值研究

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As part of the work, experimental and numerical studies were carried out to assess the stress-strain state of concrete structures reinforced with polymer composite reinforcement. The experiment and numerical simulation obtained good consistency of the results. The research results showed that the pre-tension of links made of polymer composite reduces the deformability of the beams, by reducing the deflections by more than 4 times. Concrete structures, reinforced with pre-stressed strands of polymer composite, can be used in building structures for industrial and civil purposes, transport construction.
机译:作为工作的一部分,进行了实验和数值研究,以评估聚合物复合材料增强的混凝土结构的应力-应变状态。实验与数值模拟结果吻合良好。研究结果表明,由聚合物复合材料制成的链节的预张紧力使梁的变形能力降低了4倍以上,从而降低了梁的可变形性。用聚合物复合材料的预应力绞线加固的混凝土结构可用于工业和民用,运输建筑的建筑结构。

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