首页> 外文会议>International Conference on Computational Methods and Experimental Measurements(CMEM XII); 2005; Malta(MT) >Computational identification of real displacements of an arch dam using nonlinear material with geochemical damping
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Computational identification of real displacements of an arch dam using nonlinear material with geochemical damping

机译:用地球化学阻尼的非线性材料对拱坝实际位移的计算识别

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摘要

The Belesar dam is an impressive arch dam existing in Spain which has experienced an unusual displacements field due to geochemical reactions between alkaline components of the cement and concrete aggregates. A preliminary study was carried out over past decade intended to computationally model dam structural behaviour. Recently, a new study containing improvements with regards to the previous one has been completed. The research worked out defines a sophisticated constitutive law for the concrete including orthotropic geochemical damping. The numerical results show a good adequacy with respect to the measured displacements of the dam.
机译:贝利萨尔水坝是西班牙现有的一座令人印象深刻的拱坝,由于水泥和混凝土骨料的碱性成分之间发生了地球化学反应,因此经历了不寻常的位移场。在过去的十年中进行了一项初步研究,旨在对大坝的结构行为进行计算。最近,一项新的研究已经完成,其中包含对先前研究的改进。研究结果确定了混凝土的精细本构定律,包括正交各向异性地球化学阻尼。数值结果表明,在测得的大坝位移方面具有足够的优势。

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