首页|碳纤维水泥土压电性及传感器性能研究

碳纤维水泥土压电性及传感器性能研究

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国内外研究表明,在常规混凝土中加入碳纤维形成导电网络,可以使混凝土根据导电网络的变化感知自身应力应变、裂缝及损害,并提高混凝土强度和耐久性.鉴于碳纤维的自感知特性,提出碳纤维水泥土这一新型智能感知材料,通过无侧限抗压强度试验、电阻率试验、微观试验和模型试验,研究纤维掺量和纤维长度对碳纤维水泥土无侧限抗压强度和电阻率变化率的影响规律,并按最优配比制作碳纤维水泥土"传感器",将此种传感器植入水泥土构件,建立传感器电阻率变化率与水泥土构件应力的函数关系,从而实现传感器对水泥土构件的应力监测.结果表明:在碳纤维水泥土材料的强度研究方面,碳纤维掺量和碳纤维长度均对碳纤维水泥土的无侧限抗压强度有影响,抗压强度随二者的增大均呈现先增大后减小的趋势.在试验范围内,2%为最优碳纤维掺量,6mm为最优碳纤维长度;在碳纤维水泥土的电阻率变化率研究方面,碳纤维掺量为1%,纤维长度为3mm时,试件破坏时的电阻率变化率最大,碳纤维水泥土的受压自感应灵敏度最好;埋入构件的传感器电阻率变化率与水泥土构件的应力之间存在明显的指数关系,通过建立基于电阻率变化率的应力预测公式,从而可以实现水泥土结构的受力状态监测.
Study on piezoelectric properties and sensor properties of carbon fiber reinforced soil-cement
Studies show that adding carbon fiber to concrete to form a conductive network can make concrete feel its own stress,strain,cracks,and damage according to the change of conductive network,and improve the strength and durability of concrete.In view of the self-sensing characteristics of carbon fiber,carbon fiber reinforced cement-based composites are put forward as a new intelligent sensing material.Through unconfined compressive strength test,resistivity test,microscopic test,and model test,the influence of fiber volume fraction and fiber length on unconfined compressive strength and resistivity change rate of carbon fiber reinforced cement-based composites are studied.A carbon fiber reinforced cement-based composites"sensor"is made according to the optimal ratio,which is implanted into cement-based composites components to establish the functional relationship between the sensor resistivity change rate and the stress of cement-based composites components,so as to realize the stress monitoring of cement-based composites components by the sensor.The results show that,in the study of the strength of carbon fiber reinforced cement-based composites,the unconfmed compressive strength of carbon fiber reinforced cement-based composites is affected by both carbon fiber volume fraction and carbon fiber length,and the compressive strength increases first and then decreases with the increase of both.In the test range,2%is the optimal volume fraction and 6 mm is the optimal fiber length.In the study of the resistivity change rate of carbon fiber reinforced cement-based composites,when the carbon fiber volume fraction is 1%and the fiber length is 3 mm,the resistivity change rate of the specimen is the largest,and the self-sensing sensitivity of carbon fiber reinforced cement-based composites is the best.There is an obvious exponential relationship between the resistivity change rate of the sensor embedded in the component and the stress of the cement-based composites component.Through establishing a stress prediction formula based on resistivity change rate,the stress state monitoring of the cement-based composites structure can be realized.

carbon fibercement soilunconfined compressive strengthresistivity change rateself-sensingsensor

林江源、童立元、李洪江、马海洋、刘文源、闫鑫

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东南大学岩土工程研究所,江苏南京 210096

碳纤维 水泥土 无侧限抗压强度 电阻率变化率 自感 传感器

2024

岩土力学
中国科学院武汉岩土力学研究所

岩土力学

CSTPCD北大核心
影响因子:1.614
ISSN:1000-7598
年,卷(期):2024.45(7)
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