Experimental Study on Thermo-Mechanical Behavior of a Novel Energy Pile with Phase Change Materials Using Fiber Bragg Grating Monitoring

被引:4
作者
Cui, Hongzhi [1 ]
Shi, Jiaxin [1 ]
Li, Haixing [1 ]
Xiao, Xiong [1 ]
Peng, Peng [1 ]
Bao, Xiaohua [1 ]
机构
[1] Shenzhen Univ, Coll Civil & Transportat Engn, Key Lab Coastal Urban Resilient Infrastruct, Minist Educ, Shenzhen 518060, Peoples R China
关键词
PCM energy piles; model tests; saturated sand; Fiber Bragg Grating (FBG); thermo-mechanical behavior; PERFORMANCE; TECHNOLOGY; OPERATION; SYSTEM; SENSOR; TESTS; GROUT;
D O I
10.3390/su16010206
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The combination of phase change materials (PCMs) with building materials is a flourishing technology owing to the low-temperature change of the materials during phase change and the potential for enhanced heat storage and release. In this study, a new type of PCM energy pile, in which 20 stainless steel tubes (22 mm in diameter and 1400 mm in length) filled with paraffin were bound to heat exchange tubes, was proposed. An experimental system monitored by a fiber Bragg grating (FBG) to study the thermo-mechanical behavior of energy piles and surrounding soil was established. Both the PCM pile and the ordinary pile, with the same dimensions, were tested under the same experimental conditions for comparison. The results indicate that the temperature sensitivity coefficient calibration results of the FBG differ from the typical values by 8%. The temperature variation is more obvious in the ordinary pile and surrounding soil. The maximum thermal stress of the ordinary energy pile is 0.5 similar to 0.6 times larger than that of the PCM pile under flow rates ranging from 0.05 m(3)/h to 0.25 m(3)/h. The magnitudes of the pore water pressure and soil pressure variations were positively correlated with the flow rates.
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页数:24
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