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INVESTIGATING THE MAJOR CAUSES OF CRACK FORMATION IN BUTTRESS NO. 18 OF SEFID-RUD DAM

机译:调查支撑裂缝裂缝形成的主要原因。 18个塞菲尔里德大坝

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Crack is one of the phenomena which affects supremely concrete integration as well as its aesthetics. Crack occurrence in a concrete structure is due to the interaction of concrete with the surrounding external or internal environmental conditions. Existence of cracks in dams, which are under commissioning, may influence their efficient operation. In order to be able to rehabilitate and repair cracks, it is necessary first of all, to identify the nature and reason(s) of occurrence the phenomenon. The appropriate rehabilitation could be applied once the necessity is justified. This paper concentrates on the nature and reason(s) of occurrence of a particular crack in the Sefid Rud buttress dam. For this purpose a three-dimensional finite element model of buttress no. 18, which the crack has occurred, along with all its appurtenances as well as its rock foundation was prepared. Since the crack has appeared from the very beginning of the commissioning of the dam, all of the possible environmental conditions were considered. The finite element model, which was adopted, was analyzed by means of using ANSYS program, which has a multi-purpose finite element application. A sensitivity analysis was carried out due to a slight uncertainty of data were made available. The paper concludes that the ambient temperature and the dam buttress geometry are the main reasons of the crack, which exists.
机译:裂缝是影响尊义具体的集成以及其美学的现象之一。混凝土结构中的裂纹发生是由于混凝土与周围的外部或内部环境条件的相互作用。在调试下的水坝中的裂缝存在可能影响其有效的操作。为了能够恢复和修复裂缝,首先是必要的,以识别发生现象的性质和原因。一旦必要性合理,可以应用适当的康复。本文专注于SEFID RUD支撑大坝特定裂缝发生的性质和原因。为此目的,支撑杆的三维有限元模型。 18,其裂缝发生,以及其所有附属物以及其岩石基础。由于裂缝出现了大坝调试的开始,因此考虑了所有可能的环境条件。通过使用ANSYS程序进行了采用的有限元模型,该程序具有多用途有限元应用程序。由于提供了略有的数据不确定性,进行了敏感性分析。本文得出结论,环境温度和大坝支撑几何形状是存在的裂缝的主要原因。

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