{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2025,10,11]],"date-time":"2025-10-11T01:22:12Z","timestamp":1760145732055,"version":"build-2065373602"},"reference-count":34,"publisher":"MDPI AG","issue":"17","license":[{"start":{"date-parts":[[2024,8,27]],"date-time":"2024-08-27T00:00:00Z","timestamp":1724716800000},"content-version":"vor","delay-in-days":0,"URL":"https:\/\/creativecommons.org\/licenses\/by\/4.0\/"}],"funder":[{"name":"Tongji University Large Scale Instrument Open Testing Fund","award":["2021GX113"],"award-info":[{"award-number":["2021GX113"]}]}],"content-domain":{"domain":[],"crossmark-restriction":false},"short-container-title":["Sensors"],"abstract":"<jats:p>The temperature response of pavement is not only crucial for assessing the internal stresses within pavement structures but is also an essential parameter in pavement design. Investigating the temperature response of rubberized concrete pavements (RCP) can support the construction of large-scale rubber concrete pavements. This study constructed a pavement monitoring system based on fiber Bragg grating technology to investigate the temperature distribution, temperature strain, temperature effects, and temperature stress of RCP. The results show that the daily temperature\u2013time history curves of concrete pavement exhibit a significant asymmetry, with the heating phase accounting for only one-third of the curve. The temperature at the middle of RCP is 1.8 \u00b0C higher than that of ordinary concrete pavement (OCP). The temperature distribution along the thickness of the pavement follows a \u201cspindle-shaped\u201d pattern, with higher temperatures in the center and lower temperatures at the ends. Additionally, the addition of rubber aggregates increases the temperature strain in the pavements, makes the temperature\u2013strain hysteresis effect more pronounced, and increases the curvature of the pavement slab. However, the daily stress range at the bottom of RCP is approximately 0.7 times that of OCP.<\/jats:p>","DOI":"10.3390\/s24175545","type":"journal-article","created":{"date-parts":[[2024,8,27]],"date-time":"2024-08-27T11:58:46Z","timestamp":1724759926000},"page":"5545","update-policy":"https:\/\/doi.org\/10.3390\/mdpi_crossmark_policy","source":"Crossref","is-referenced-by-count":1,"title":["Study on Temperature Response of Rubberized Concrete Pavement Based on Fiber Bragg Grating Testing Technology"],"prefix":"10.3390","volume":"24","author":[{"given":"Gaojun","family":"Zhang","sequence":"first","affiliation":[{"name":"Lanzhou New Area Urban Construction Engineering Co., Ltd., Lanzhou 730087, China"}]},{"ORCID":"https:\/\/orcid.org\/0000-0002-0682-521X","authenticated-orcid":false,"given":"Gaowang","family":"Zhang","sequence":"additional","affiliation":[{"name":"School of Civil and Architecture Engineering, Xi\u2019an Technological University, Xi\u2019an 710021, China"}]},{"given":"Jie","family":"Yuan","sequence":"additional","affiliation":[{"name":"Key Laboratory of Road and Traffic Engineering of the Ministry of Education, Tongji University, Shanghai 201804, China"}]},{"given":"Manman","family":"Su","sequence":"additional","affiliation":[{"name":"School of Civil Engineering, Yantai University, Yantai 264005, China"}]}],"member":"1968","published-online":{"date-parts":[[2024,8,27]]},"reference":[{"key":"ref_1","doi-asserted-by":"crossref","unstructured":"Yuan, J., Li, W., Li, Y., Ma, L., and Zhang, J. 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