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Simulation of Temperatures and Stresses during Construction of a RCC Dam

机译:碾压混凝土坝施工过程中温度和应力的模拟

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摘要

Se describen las variaciones de temperaturas y de tensiones durante la construcción de presas de hormigón compactado.udThe curing of concrete is an exothermic process. The heat of hydration generated induces temperature increases in the concrete, which will disappear in the long term by heat conduction in the concrete mass and thermal exchanges with the environment. The problem is of particularly interest for large concrete masses, as is the case of dams, because the time involved in the heat diffusion process grows with the square of the dimensions and a hotter dam interior implies the possibility of cracking the exposed surfaces of the dam.udThe Cuira dam, currently being built in Venezuela using roller compacted concrete, is a 134 m high, arch-gravity dam. In support of the design, different strategies were analysed, including various combinations of cooling of the water and the aggregate in order to achieve acceptable results. The calculations were conducted with Abaqus, taking into account all the necessary mechanical and thermal characteristics, as well as the relevant non-linearities. The analyses led to the conclusion that no cooling was required, even taking into account the stress state imposed by an early and rapid filling of the reservoir.
机译:可以描述温度和张力的变化,可以使紧凑型混凝土保持稳定。 ud混凝土的固化是一个放热过程。产生的水化热会引起混凝土的温度升高,从长期来看,由于混凝土中的热传导以及与环境的热交换,这种温度升高将消失。对于大型混凝土而言,这个问题尤其令人关注,就像大坝一样,因为热扩散过程所涉及的时间与尺寸的平方成正比,并且温度较高的大坝内部意味着可能会破裂大坝的外露表面。库德拉水坝目前在委内瑞拉使用碾压混凝土建造,是一座高134 m的拱重力坝。为了支持设计,分析了不同的策略,包括对水和骨料进行冷却的各种组合,以便获得可接受的结果。计算是使用Abaqus进行的,同时考虑了所有必要的机械和热特性以及相关的非线性。分析得出的结论是,即使考虑到因水库过早快速充水而产生的应力状态,也无需冷却。

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