万豪, 张岗. 开放火灾下拉索截面温度效应计算方法[J]. 工程力学, 2023, 40(12): 113-123. DOI: 10.6052/j.issn.1000-4750.2022.02.0157
引用本文: 万豪, 张岗. 开放火灾下拉索截面温度效应计算方法[J]. 工程力学, 2023, 40(12): 113-123. DOI: 10.6052/j.issn.1000-4750.2022.02.0157
WAN Hao, ZHANG Gang. METHOD FOR CALCULATING THE TEMPERATURE EFFECT OF STAY CABLE CROSS-SECTION NEAR OPEN-AIR FIRE[J]. Engineering Mechanics, 2023, 40(12): 113-123. DOI: 10.6052/j.issn.1000-4750.2022.02.0157
Citation: WAN Hao, ZHANG Gang. METHOD FOR CALCULATING THE TEMPERATURE EFFECT OF STAY CABLE CROSS-SECTION NEAR OPEN-AIR FIRE[J]. Engineering Mechanics, 2023, 40(12): 113-123. DOI: 10.6052/j.issn.1000-4750.2022.02.0157

开放火灾下拉索截面温度效应计算方法

METHOD FOR CALCULATING THE TEMPERATURE EFFECT OF STAY CABLE CROSS-SECTION NEAR OPEN-AIR FIRE

  • 摘要: 为研究开放空间拉索的火灾响应,该文考虑火源的空间辐射理论和拉索表面的环境换热边界,结合内部空腔辐射、接触传导、间隙导热三大基本传热理论,建立开放火灾下拉索腔体传热计算方法,并通过试验结果验证数值分析模型的准确性,分析预应力拉索在不同的内部传热方式、不同的包裹环境和不同的风环境下截面的温度场和应力场的时空分布特征,以及截面的轴力和弯矩的内力时变特征。结果表明:进行拉索的火灾响应分析时,考虑拉索的完整腔体传热模型可以比较准确地计算开放火灾下拉索截面的瞬态温度分布,随着曝火时间的增加,拉索截面的温度场和应力场分布呈现反对称状态且从二次分布特征向线性分布特征逼近,拉索截面会出现轴力损失和弯矩效应。相比于完整腔体传热模型,圆钢传热模型的截面应力分布均匀、轴力损失偏大且弯矩效应很小,空腔辐射模型的截面应力分布过于集中、弯矩效应偏大且轴力损失偏小。烟气包裹环境会加剧拉索截面的轴力损失和削弱拉索截面的弯矩效应。迎风环境会严重加剧拉索截面的轴力损失和弯矩效应。该文的研究成果可为索结构的抗火设计与防护提供理论依据。

     

    Abstract: To study the fire response of stay cable in open space, a heat transfer calculation method of cable cavity near open-air fire is established, considering the spatial radiation theory of fire source and environmental heat transfer boundary of cable surface, combined with three basic heat transfer theories of internal cavity radiation, contact conduction and interstitial heat conduction. And the accuracy of the numerical analysis model is verified through experimental results. The time-space distribution characteristics of temperature field and stress field, together with the time-varying characteristics of axial force and bending moment, of cross-section in prestressed cable are analysed under different internal heat transfer modes, different wrapping conditions and different wind conditions. The analysis results show that the transient temperature distribution of cable cross-section near open-air fire can be calculated accurately taking into account the complete cavity heat transfer model when analysing fire response of the cable. The temperature and stress distributions of cross-section in cable present anti-symmetric state and exhibit an approximation from quadratic distribution characteristics to linear distribution characteristics with the increase of fire exposure time, and axial force loss and bending moment effect can occur in the cable cross-section. Compared with the complete cavity heat transfer model, the round steel heat transfer model has a uniform cross-section stress distribution, larger axial force loss and much smaller bending moment effect. The cavity radiation model has an overly concentrated cross-section stress distribution, larger bending moment effect and smaller axial force loss. The smoke-wrapped condition can exacerbate loss of axial force and weaken bending moment effect in the cable cross-section. The windward condition can seriously aggravate loss of axial force and bending moment effect in the cable cross-section. The research results can provide a theoretical basis for the fire-resistant design and protection of cable structures.

     

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