Capacitance-based stress self-sensing in asphalt without electrically conductive constituents, with relevance to smart pavements

被引:13
|
作者
Ozturk, Murat [1 ]
Chung, D. D. L. [2 ]
机构
[1] Iskenderun Tech Univ, Dept Civil Engn, TR-31200 Iskenderun, Hatay, Turkey
[2] SUNY Buffalo, Univ Buffalo, Dept Mech & Aerosp Engn, Composite Mat Res Lab, Buffalo, NY 14260 USA
关键词
Asphalt; Self-sensing; Stress sensing; Strain sensing; Capacitance; Smart pavement; NONLINEAR VISCOELASTIC BEHAVIOR; CONCRETE; PERMITTIVITY; RESISTIVITY;
D O I
10.1016/j.sna.2022.113625
中图分类号
TM [电工技术]; TN [电子技术、通信技术];
学科分类号
0808 ; 0809 ;
摘要
The capacitance-based stress self-sensing in asphalt without device or functional constituent incorporation is reported for the first time, with relevance to smart pavements. Stress sensing enables weighing. Without the incorporation, the technology is applicable to existing and new pavements, and gives low cost, high durability, large sensing volume and maintained mechanical properties. Linearity of the capacitance with the normal compressive stress occurs for stress ranging from 2 Pa to 60 Pa. The ability to sense such low stress enables the sensing of even children. Nonlinearity at > 60 Pa involves the slope of the capacitance-stress curve decreasing. Monotonic and reversible capacitance increase with stress occurs for stress <= 600 Pa, with complete reversibility up to stress >= 2100 Pa. The electrodes are aluminum foil bonded to the asphalt with a thin bitumen interlayer. With coplanar electrodes (the stress not applied to the electrodes), the in-plane capacitance increases upon compression, presumably due to the compaction of the part of the asphalt near the plane of the coplanar electrodes. With sandwiching electrodes (the stress applied to the electrodes), the through-thickness capacitance increases reversibly upon compression, due to the decrease in the thickness of the bitumen interlayer. The coplanar electrodes enable self-sensing, and, compared to the sandwiching electrodes, they give much greater sensitivity and are more amenable to practical implementation. The sensing is based on the fractional change in capacitance, so the thickness of the asphalt or bitumen interlayer does not matter. The capacitance-based stress sensing is superior for asphalt than cement-based materials of prior work, due to the greater stiffness of the latter.
引用
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页数:14
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