柔性混凝土(FCC)护岸港口工程应用数值模拟
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Numerical simulation of flexible concrete(FCC)application inport revetment engineering
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    摘要:

    由于港口护岸衬砌工作条件特殊性以及材料使用单一性,常常因外部荷载的作用导致其破坏。在新型材料研究基础上,结合柔性水泥混凝土(FCC)材料自身的优越的自适应性能以及护岸结构受力特点,将柔性水泥混凝土引入港口护岸工程中,提出一种新型的护岸衬砌结构。通过数值模拟应用实例,对比上面层FCC厚度一定、下面层普通混凝土(PCC)厚度变化时,上面层与下面层中心点处应力-应变变化趋势。结果表明:柔性水泥混凝土(FCC-PCC)符合衬砌护岸满足护岸堤防设计的要求,而且在外部荷载的作用下应力-应变变化均较小,是一种实用的护岸衬砌手段。

    Abstract:

    Due to the particularity of working conditions of the port revetment lining and oneness of material used,the revetment engineering is often destroyed because of the action of external load.Based on the new material research,combined superior adaptive performance of flexible cement concrete material with mechanical characteristics of revetment structure,this paper puts forward a new type of revetment lining structure which introduces flexible cement concrete(FCC)port revetment engineering.When the above layer(FCC)thickness is certain,and the lower layer(PCC)thickness changes,the change trend of stress-strain of centre of layers is contrasted through numerical simulation application example.The results show that the flexible cement concrete(FCC)revetment can meet the requirements of bank protection lining,and change trend of stress-strain is small under the action of external load,and PCC is a practical means of revetment lining.

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郭 涌.柔性混凝土(FCC)护岸港口工程应用数值模拟[J].水运工程,2017(5):83-86.

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  • 在线发布日期: 2017-05-17
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