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Modelling of temperature profiles in a concrete slab under climatic exposure

机译:气候暴露下混凝土板温度曲线的建模

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摘要

Effects of surrounding climate impose temperature variations in both time and space for concrete structures. The associated thermal strains may give rise to stresses and cracking due to external or internal restraint. This will affect the performance of the structure. It is therefore important to analyse the temperature variations and the extreme situations that can occur. To predict the dynamic thermal conditions in concrete structures a finite-element model has been developed. The ability of the model to describe correctly the various boundary conditions such as solar radiation, outgoing long-wave radiation and convection is investigated in this paper. Field temperature measurements in a concrete slab placed outdoors are used for the validation. The necessary climatic input data for the model were obtained.from measurements in the vicinity of the slab. The results show that the model can describe with good accuracy the effects of different climatic factors in extreme situations and is well suited to use in further studies.
机译:周围气候的影响在混凝土结构的时间和空间上施加了温度变化。由于外部或内部约束,相关的热应变可能会引起应力和破裂。这将影响结构的性能。因此,重要的是分析温度变化和可能发生的极端情况。为了预测混凝土结构中的动态热工况,建立了有限元模型。本文研究了该模型正确描述各种边界条件(如太阳辐射,外出长波辐射和对流)的能力。验证使用室外放置的混凝土板中的现场温度测量值。从平板附近的测量中获得了模型所需的气候输入数据。结果表明,该模型可以很好地描述极端情况下不同气候因素的影响,非常适合于进一步研究。

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  • 来源
    《Structural concrete》 |2009年第4期|193-201|共9页
  • 作者

    O. Larsson;

  • 作者单位

    Lund University, Sweden;

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  • 正文语种 eng
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