王锦涛, 刘宇飞, 樊健生, 周勐, 聂建国, 强安鹏, 周照飞. 大跨斜腿钢管桁架结构日照非均匀温度场研究[J]. 工程力学, 2024, 41(1): 208-218. DOI: 10.6052/j.issn.1000-4750.2022.03.0248
引用本文: 王锦涛, 刘宇飞, 樊健生, 周勐, 聂建国, 强安鹏, 周照飞. 大跨斜腿钢管桁架结构日照非均匀温度场研究[J]. 工程力学, 2024, 41(1): 208-218. DOI: 10.6052/j.issn.1000-4750.2022.03.0248
WANG Jin-tao, LIU Yu-fei, FAN Jian-sheng, ZHOU Meng, NIE Jian-guo, QIANG An-peng, ZHOU Zhao-fei. ANALYSIS ON NON-UNIFORM TEMPERATURE FIELD OF LARGE-SPAN STEEL TRUSS STRUCTURE WITH INCLINED LEG[J]. Engineering Mechanics, 2024, 41(1): 208-218. DOI: 10.6052/j.issn.1000-4750.2022.03.0248
Citation: WANG Jin-tao, LIU Yu-fei, FAN Jian-sheng, ZHOU Meng, NIE Jian-guo, QIANG An-peng, ZHOU Zhao-fei. ANALYSIS ON NON-UNIFORM TEMPERATURE FIELD OF LARGE-SPAN STEEL TRUSS STRUCTURE WITH INCLINED LEG[J]. Engineering Mechanics, 2024, 41(1): 208-218. DOI: 10.6052/j.issn.1000-4750.2022.03.0248

大跨斜腿钢管桁架结构日照非均匀温度场研究

ANALYSIS ON NON-UNIFORM TEMPERATURE FIELD OF LARGE-SPAN STEEL TRUSS STRUCTURE WITH INCLINED LEG

  • 摘要: 大跨空间结构在施工过程中由于长期暴露在太阳辐射中,结构中存在明显的温度效应。又因为结构独特的空间网架特性以及太阳辐射角度的实时变化,杆件之间存在明显的遮挡作用,因此结构的温度场不仅是随时间变化的,还具有不均匀的特征。该文基于地理气象信息和杆件遮挡作用的结构温度场分析算法,以某个大跨斜腿钢管桁架结构为研究背景,模拟分析了结构的瞬态温度场,并结合结构的温度和微应变长期监测,对结构的不均匀温度场以及施工阶段受力进行了讨论。计算与实测结果表明,遮挡作用使得杆件之间的瞬态温差最大可达21%,时变性与不均匀性非常显著;结构施工阶段的受力主要来源于温度效应,结构在施工阶段的温度效应不可忽略。

     

    Abstract: Large-span spatial structures are exposed to solar radiation for a long-time during construction, resulting in obvious temperature effects in the structures. Because of the unique space grid characteristics of the structure and the real-time change of the solar radiation angle, there is an obvious shielding effect between the members. Thusly, the temperature field of the structure not only changes with time, but also has uneven characteristics. Upon analyzing algorithm of structural temperature field with geographic meteorological information and members shielding, the transient temperature field of the structure is simulated and analyzed by taking the large-span steel truss structure with inclined leg as the research background. Combined with the long-term monitoring of temperature and micro strain, the uneven temperature field of the structure and the stress in the construction stage are discussed. The results show that: the shielding effect makes the maximum transient temperature difference between bars up to 21%, and the time variability and non-uniformity are very significant; the stress of the structure in the construction stage mainly comes from the temperature effect, and the temperature effect of the structure in the construction stage cannot be ignored.

     

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