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SIMULATION OF ANALYSIS CHANGSHA ARCH DAM WITH MgO-CONCRETE

机译:MgO-混凝土分析长沙拱坝

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摘要

Mgo Concrete is a kind of slightly expansive concrete which is used in Chinese dam engineering more and more widely. To evaluate the effects of autogenous expansion on the stresses of arch dams, a simple model of autogenous expansion for Mgo Concrete in dam engineering is presented. This model is based on three presumptions: (1) The total amount of autogenous expansion of Mgo Concrete is related only to the properties of materials and mixing of concrete, especially the amount of Mgo in unit volume concrete. (2) The autogenous expansion of Mgo Concrete is irreversible due to the irreversibility of hydration reaction of Mgo in the concrete. (3) The autogenous expansion strain rates of Mgo Concrete are in proportion to the rates of hydration reaction of Mgo in concrete and the rates of hydration reaction of Mgo bear a relation with to temperature and residual Mgo in unit volume concrete. The model is verified by some experimental data of autogenous expansion of Mgo Concrete and field-measured data of an arch dam in China. Embedded into a finite element arch dam simulation software, this model is employed to simulate the effects of autogenous expansion of Mgo Concrete in the dam engineering.
机译:Mgo Concrete是一种略为膨胀的混凝土,在中国的大坝工程中越来越广泛地使用。为了评估自发膨胀对拱坝应力的影响,提出了Mgo混凝土在大坝工程中的自发膨胀简单模型。该模型基于三个假设:(1)Mgo混凝土的自生膨胀总量仅与材料的性能和混凝土的拌和有关,特别是单位体积混凝土中的Mgo量。 (2)由于Mgo在混凝土中的水合反应不可逆,因此Mgo混凝土的自发膨胀是不可逆的。 (3)Mgo混凝土的自生膨胀应变率与混凝土中Mgo的水合反应速率成正比,Mgo的水合反应速率与单位体积混凝土中的温度和残余Mgo有关。该模型通过Mgo混凝土自发膨胀的一些实验数据和中国某拱坝的实测数据进行了验证。该模型被嵌入到有限元拱坝模拟软件中,用于模拟Mgo Concrete自发膨胀在大坝工程中的效果。

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