Abstract
A new type of intelligent geosynthetic product, sensor-enabled geobelt (SEGB), is developed to improve the health monitoring of geotechnical structures. It can be used as a strain monitoring sensor owing to its unique property. As a conductive polymer, its electrical resistance regularly changes with its strain. Simultaneously, the SEGB is a geosynthetic product. This implies that it can be used as a reinforcement to strengthen a geotechnical structure. Therefore, to investigate its long-term mechanical properties within the temperature range of its service, a stress relaxation test is performed within the range of −20 °C to 40 °C. The results show that the stress relaxation of the SEGB stabilizes at a certain stress level instead of decreasing to zero. Additionally, the process of its stress relaxation is accompanied by damage. Based on this phenomenon, a ternary physical constitutive model reflecting the constitutive relationship of the SEGB is established. Furthermore, a stress relaxation model involving damage evolution, temperature, and initial strain is established. It can be used to describe the stress relaxation process of SEGB at different service temperatures.
摘要
本文研发了一种新型智能土工合成材料, 即传感型土工带(SEGB), 用以改善岩土结构的健康监 测. 一方面, SEGB作为导电聚合物, 其电阻可以随着形变而有规律地变化, 可以用作变形监测传感 器. 另一方面, SEGB 是一种土工带, 可以作为筋材来加强土工结构. 为了研究其在不同使用温度下 的长期力学性能, 对其在−20 °C~40 °C的服役温度范围内进行应力松弛试验. 结果表明, SEGB 的应 力松弛最终会稳定在一定的应力水平上, 而不是下降到零. 此外, 应力松弛的过程伴随着损伤的演 化. 基于这一现象, 建立了反映SEGB本构关系的三元件物理模型, 以及涉及损伤演化、温度和初始 应变在内的应力松弛模型. 应力松弛模型可以用来描述SEGB 在不同服役温度下含损伤的应力松弛 过程.
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Project(2018YFB1600100) supported by the National Key Research and Development Project of China; Projects (51778346, 52027813) supported by the National Natural Science Foundation of China; Project(2019GSF111007) supported by the Key Research and Development Project of Shandong Province, China
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CUI Xin-zhuang provided the concept and reviewed the draft of manuscript. LI Jun wrote the first draft of manuscript and revised the final version. QI Hui and ZHANG Xiao-ning analyzed the measured data. LI Xiang-yang and BAO Zhen-hao draw the figures of manuscript. WANG Yi-lin replied to reviewers’ comments.
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The authors declare that they have no known competing financial interests or personal relationships that could have appeared to influence the work reported in this paper.
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Cui, Xz., Li, J., Qi, H. et al. Viscoelastic behavior with damage evolution of a new smart geosynthetic in service temperature range. J. Cent. South Univ. 29, 1250–1261 (2022). https://doi.org/10.1007/s11771-022-5011-z
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DOI: https://doi.org/10.1007/s11771-022-5011-z