Non-uniform thermal behavior of single-layer spherical reticulated shell structures considering time-variant environmental factors: analysis and design

被引:3
作者
Xu, Wucheng [1 ,3 ,4 ]
Zheng, Xiaoqing [2 ]
Zhang, Xuanhe [1 ,3 ,4 ]
Lai, Zhejie [1 ]
Shen, Yanbin [1 ,3 ,4 ]
机构
[1] Zhejiang Univ, Coll Civil Engn & Architecture, Hangzhou 310058, Peoples R China
[2] Zhejiang Univ, Ctr Balance Architecture, Hangzhou 310028, Peoples R China
[3] Zhejiang Univ, Innovat Ctr Yangtze River Delta, Jiaxing 314100, Peoples R China
[4] Zhejiang Univ, Zhejiang Prov Key Lab Space Struct, Hangzhou 310058, Peoples R China
来源
JOURNAL OF ZHEJIANG UNIVERSITY-SCIENCE A | 2024年 / 25卷 / 03期
基金
中国国家自然科学基金;
关键词
Non-uniform temperature field; Non-uniform thermal load; Non-uniform thermal effect; Single-layer spherical reticulated shell; Time-variant environmental factor; SOLAR TEMPERATURE-FIELD; STEEL MEMBERS; BRIDGE;
D O I
10.1631/jzus.A2300143
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Contrary to conventional design methods that assume uniform and slow temperature changes tied to atmospheric conditions, single-layer spherical reticulated shells undergo significant non-uniform and time-variant temperature variations due to dynamic environmental coupling. These differences can affect structural performance and pose safety risks. Here, a systematic numerical method was developed and applied to simulate long-term temperature variations in such a structure under real environmental conditions, revealing its non-uniform distribution characteristics and time-variant regularity. A simplified design method for non-uniform thermal loads, accounting for time-variant environmental factors, was theoretically derived and validated through experiments and simulations. The maximum deviation and mean error rate between calculated and tested results were 6.1 C-degrees and 3.7%, respectively. Calculated temperature fields aligned with simulated ones, with deviations under 6.0 C-degrees. Using the design method, non-uniform thermal effects of the structure are analyzed. Maximum member stress and nodal displacement under non-uniform thermal loads reached 119.3 MPa and 19.7 mm, representing increases of 167.5% and 169.9%, respectively, compared to uniform thermal loads. The impacts of healing construction time on non-uniform thermal effects were evaluated, resulting in construction recommendations. The methodologies and conclusions presented here can serve as valuable references for the thermal design, construction, and control of single-layer spherical reticulated shells or similar structures.
引用
收藏
页码:223 / 237
页数:15
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