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首页> 外文期刊>Advances in Mechanical Engineering >Self-sensing and strengthening effects of reinforced concrete structures with near-surfaced mounted smart basalt fibre–reinforced polymer bars:
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Self-sensing and strengthening effects of reinforced concrete structures with near-surfaced mounted smart basalt fibre–reinforced polymer bars:

机译:具有近表面安装的智能玄武岩纤维增强聚合物棒的钢筋混凝土结构的自感和增强效果:

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摘要

A new retrofitting system is proposed for reinforced concrete structures with application of near-surfaced mounted smart basalt fibre–reinforced polymer bar. The distributed optical fibre sensing technology, namely pre-pump pulse Brillouin optical time-domain analysis, is applied as the sensing technology for the smart bar. Then the proposed system is explained in detail from both self-sensing and strengthening. Finally, some experiments were implemented with reinforced concrete beams to verify the actual effects. From the results, it is concluded that the ultimate strength and the stiffness after steel rebar yielding can be increased obviously due to the high strength and ultimate strain of the smart basalt fibre–reinforced polymer bar. Meanwhile, the structure strain distribution can be measured with the smart basalt fibre–reinforced polymer bar, with which some key parameters can be well assessed, such as crack location, crack width, displacement and bending moment. However, the self-sensing effects in...
机译:提出了一种新的用于钢筋混凝土结构的改造系统,并应用了近表面安装的智能玄武岩纤维增强聚合物棒。分布式光纤传感技术,即前泵脉冲布里渊光学时域分析,被用作智能棒的传感技术。然后从自我感知和增强两方面对提出的系统进行了详细的解释。最后,通过钢筋混凝土梁进行了一些实验,以验证实际效果。从结果可以得出结论,由于智能玄武岩纤维增强聚合物棒的高强度和极限应变,钢筋屈服后的极限强度和刚度可以明显提高。同时,可以使用智能玄武岩纤维增强聚合物棒测量结构应变分布,并可以很好地评估一些关键参数,例如裂纹位置,裂纹宽度,位移和弯矩。但是,...的自我感觉效应

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