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首页> 外文期刊>PCI journal >Strengthening of prestressed concrete hollow-core slab openings using near-surface-mounted carbonfib
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Strengthening of prestressed concrete hollow-core slab openings using near-surface-mounted carbonfib

机译:使用近表面安装的碳纤维加固预应力混凝土空心板开口

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The effect of openings on the behavior of prestressed concrete hollow-core slabs and the efficiency of near-surface-mounted reinforcement as a strengthening technique are investigated. Five full-scale prestressed concrete hollow-core slabs were tested one with no opening, two with openings in different locations, and two with identical openings strengthened with near-surface-mounted carbon-fiber-reinforced polymer (CFRP) strips. The slabs were tested in four-point bending. The openings were cut either in the pure flexural span or in the shear span. Test results showed that the presence of an opening along the flexure span or the shear span significantly decreased the postcracking flexural stiffness and capacity of the slab. In addition, strengthening openings with near-surface-mounted CFRP strips effectively enhanced the postcracking stiffness, increased the ductility of the member, restored the flexural strength deficit incurred as a result of cutting the openings, and provided a net increase in flexural capacity.
机译:研究了开孔对预应力混凝土空心板性能的影响以及近表面安装式钢筋作为加固技术的效率。对五块全尺寸预应力混凝土空心板进行了测试,其中一个没有开口,两个在不同位置具有开口,另外两个具有相同的开口,并通过近表面安装的碳纤维增强聚合物(CFRP)条进行了加固。平板在四点弯曲中进行了测试。在纯挠曲跨度或剪切跨度中切割开口。测试结果表明,沿着挠曲跨度或剪切跨度存在开口会显着降低开裂后的挠曲刚度和板的承载能力。此外,用近表面安装的CFRP板条加固开口可以有效地提高开裂后的刚度,增加构件的延展性,恢复由于切割开口而导致的抗弯强度不足,并净增加抗弯能力。

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