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Temperatures and stresses due to cement hydration on the R/C foundation of a wind tower-A case study

机译:风塔R / C基础上水泥水化的温度和应力-案例研究

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A numerical prediction of temperatures and stresses on a R/C foundation of a steel wind tower, and during the first weeks after casting, is presented in this paper. The thermo-mechanical methodology adopted for this kind of analysis is introduced first, describing the thermal field engendered in concrete by the heat released during cement hydration, the aging laws that reproduce the growth of the mechanical properties during the early stages and the concrete stresses evaluation. Attention is thereafter focused on the application that is the aim of this work, with regards to the following issues: (i) characterization of the heat generated by the concrete mixture, (ii) estimation of the parameters and properties involved in the numerical model and (iii) the thermal influence of the granite massif on top of which the R/C foundation relies. Field measurements of temperatures within concrete are compared with predictions from a 2D thermal analysis, and the resulting stresses, with special regards to the anchorage zone of the wind tower onto the foundation, are discussed in detail. Some comments concerning the thermally induced cracking risk on the foundation are put forward at the end.
机译:本文提出了在钢风塔的R / C基础上以及铸造后的最初几周内温度和应力的数值预测。首先介绍用于这种分析的热机械方法,描述水泥水化过程中释放的热量在混凝土中产生的热场,再现早期力学性能增长的老化规律以及混凝土应力评估。 。此后,针对以下问题,将注意力集中在这项工作的目的上:(i)表征混凝土混合物产生的热量,(ii)估算数值模型中涉及的参数和特性,以及(iii)R / C基础所依赖的花岗岩地块的热影响。将混凝土内部温度的现场测量结果与2D热分析的预测结果进行比较,并详细讨论了所产生的应力,特别是考虑了风塔在地基上的锚固区域。最后提出了有关地基热致开裂风险的一些评论。

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