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Embedded piezoresistive cement-based stress/strain sensor

机译:嵌入式压阻水泥基应力/应变传感器

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In order to develop one type of embedded piezoresistive cement-based stress/strain sensor (PCSS) to monitor the local compressive stress/strain of concrete structures, we explore the piezoresistivity of cement-based material with carbon fiber and carbon black under single compressive loading and repeated compressive loads at different loading amplitudes, and find it is reversible and stable within the elastic regime. This justifies the use of cement-based material with carbon fiber and carbon black in the manufacture of embedded PCSS. PCSS based on the piezoresistivity of cement-based material with carbon fiber and carbon black is tested with compressive stress/strain in the range 0 MPa (0 mu epsilon) to 8 MPa (476 mu epsilon) for performance evaluation. Results indicate that PCSS can be used to achieve a sensitivity of 1. 35 % MPa-1 (0.0227% mu epsilon(-1), gage factor of 227), linearity of 4.17% (4.16%), repeatability of 4.05% (4.06%) and hysteresis of 3.61% (3.62%), and the relationship between its input (compressive stress/strain) and output (fractional change in electrical resistivity) is Delta rho = - 1.35 sigma (Delta rho = -0.0227 epsilon). These findings suggest that this newly developed sensor can be used as one of the alternatives to monitor the compressive stress/strain of concrete structures. (C) 2007 Elsevier B.V. All rights reserved.
机译:为了开发一种嵌入式的压阻式水泥基应力/应变传感器(PCSS)以监测混凝土结构的局部压应力/应变,我们探讨了在单压载荷下碳纤维和炭黑对水泥基材料的压阻。并在不同的载荷振幅下反复施加压缩载荷,发现它在弹性范围内是可逆的且稳定的。这证明在嵌入式PCSS的制造中使用具有碳纤维和炭黑的水泥基材料是合理的。基于水泥基材料与碳纤维和炭黑的压阻性的PCSS在0 MPa(0με)至8 MPa(476με)范围内的压应力/应变下进行了性能评估。结果表明,PCSS可以用于实现1.灵敏度.35%MPa-1(0.0227%mu epsilon(-1),应变系数227),线性度4.17%(4.16%),可重复性4.05%(4.06) %)和3.61%(3.62%)的磁滞,其输入(压应力/应变)与输出(电阻率的分数变化)之间的关系为Δrho=-1.35 sigma(Δrho= -0.0227ε)。这些发现表明,这种新开发的传感器可以用作监测混凝土结构的压应力/应变的替代方法之一。 (C)2007 Elsevier B.V.保留所有权利。

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