Laminated elastomer bearings are widely used in large bridges to adjust bridge deformation and ensure the safety of bridge structures. The stress and strain of the bridge bearing contain rich information, which can reflect the complex load conditions of the bridge structure. However, due to the large deformation range of the bridge bearing and the difficulty of stress acquisition, the structural health monitoring of the bridge bearing has not been carried out effectively. First, in this study, a novel flexible strain sensor based on conductive polymer composites was fabricated by the solution mixing method. The strain sensor is composed of thermoplastic polyurethane, multi-walled carbon nanotubes and silane coupling agent. The use of silane coupling agent enhances the interfacial bonding between multi-wall carbon nanotubes and thermoplastic polyurethane matrix, which enables the strain range of the strain sensor to reach 150%, which can cover the strain range of the bearing surface, and the gauge factor reaches 8.3. Secondly, this study designs a bearing for the cast laminated elastomer support that can monitor the internal stress of the shear deformation. The method is to set a raised steel block in the middle layer of the support, and place a raised steel block on the side of the steel block. Attach the pressure sensor, so that during the shearing process of the support, the elastomer will squeeze the sensor to output the shear stress signal. This work provides an experimental theoretical basis for the development of structural health monitoring of bridge bearings.
Published in | Science Discovery (Volume 10, Issue 3) |
DOI | 10.11648/j.sd.20221003.22 |
Page(s) | 153-159 |
Creative Commons |
This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited. |
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Copyright © The Author(s), 2022. Published by Science Publishing Group |
Laminated Elastomeric Bearings, Stress, Strain, Sensors, Structural Health Monitoring
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APA Style
Xiaoxing Xu, Yong Yuan, Wanran Zhao, Chen Liang, Shuqian Jin. (2022). Study on Strain and Stress Monitoring of Seismic Isolation Bearings for Bridges. Science Discovery, 10(3), 153-159. https://doi.org/10.11648/j.sd.20221003.22
ACS Style
Xiaoxing Xu; Yong Yuan; Wanran Zhao; Chen Liang; Shuqian Jin. Study on Strain and Stress Monitoring of Seismic Isolation Bearings for Bridges. Sci. Discov. 2022, 10(3), 153-159. doi: 10.11648/j.sd.20221003.22
@article{10.11648/j.sd.20221003.22, author = {Xiaoxing Xu and Yong Yuan and Wanran Zhao and Chen Liang and Shuqian Jin}, title = {Study on Strain and Stress Monitoring of Seismic Isolation Bearings for Bridges}, journal = {Science Discovery}, volume = {10}, number = {3}, pages = {153-159}, doi = {10.11648/j.sd.20221003.22}, url = {https://doi.org/10.11648/j.sd.20221003.22}, eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.sd.20221003.22}, abstract = {Laminated elastomer bearings are widely used in large bridges to adjust bridge deformation and ensure the safety of bridge structures. The stress and strain of the bridge bearing contain rich information, which can reflect the complex load conditions of the bridge structure. However, due to the large deformation range of the bridge bearing and the difficulty of stress acquisition, the structural health monitoring of the bridge bearing has not been carried out effectively. First, in this study, a novel flexible strain sensor based on conductive polymer composites was fabricated by the solution mixing method. The strain sensor is composed of thermoplastic polyurethane, multi-walled carbon nanotubes and silane coupling agent. The use of silane coupling agent enhances the interfacial bonding between multi-wall carbon nanotubes and thermoplastic polyurethane matrix, which enables the strain range of the strain sensor to reach 150%, which can cover the strain range of the bearing surface, and the gauge factor reaches 8.3. Secondly, this study designs a bearing for the cast laminated elastomer support that can monitor the internal stress of the shear deformation. The method is to set a raised steel block in the middle layer of the support, and place a raised steel block on the side of the steel block. Attach the pressure sensor, so that during the shearing process of the support, the elastomer will squeeze the sensor to output the shear stress signal. This work provides an experimental theoretical basis for the development of structural health monitoring of bridge bearings.}, year = {2022} }
TY - JOUR T1 - Study on Strain and Stress Monitoring of Seismic Isolation Bearings for Bridges AU - Xiaoxing Xu AU - Yong Yuan AU - Wanran Zhao AU - Chen Liang AU - Shuqian Jin Y1 - 2022/06/01 PY - 2022 N1 - https://doi.org/10.11648/j.sd.20221003.22 DO - 10.11648/j.sd.20221003.22 T2 - Science Discovery JF - Science Discovery JO - Science Discovery SP - 153 EP - 159 PB - Science Publishing Group SN - 2331-0650 UR - https://doi.org/10.11648/j.sd.20221003.22 AB - Laminated elastomer bearings are widely used in large bridges to adjust bridge deformation and ensure the safety of bridge structures. The stress and strain of the bridge bearing contain rich information, which can reflect the complex load conditions of the bridge structure. However, due to the large deformation range of the bridge bearing and the difficulty of stress acquisition, the structural health monitoring of the bridge bearing has not been carried out effectively. First, in this study, a novel flexible strain sensor based on conductive polymer composites was fabricated by the solution mixing method. The strain sensor is composed of thermoplastic polyurethane, multi-walled carbon nanotubes and silane coupling agent. The use of silane coupling agent enhances the interfacial bonding between multi-wall carbon nanotubes and thermoplastic polyurethane matrix, which enables the strain range of the strain sensor to reach 150%, which can cover the strain range of the bearing surface, and the gauge factor reaches 8.3. Secondly, this study designs a bearing for the cast laminated elastomer support that can monitor the internal stress of the shear deformation. The method is to set a raised steel block in the middle layer of the support, and place a raised steel block on the side of the steel block. Attach the pressure sensor, so that during the shearing process of the support, the elastomer will squeeze the sensor to output the shear stress signal. This work provides an experimental theoretical basis for the development of structural health monitoring of bridge bearings. VL - 10 IS - 3 ER -