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Stress strain behavior research of triangular dam using analytical and numerical methods

机译:解析和数值方法研究三角坝的应力应变特性

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The article deals with the calculation of triangular dams by numerical and analytical methods. The analytical solution is performed by a semi-inverse method. The stress function is taken as a polynomial of the third degree. Numerical calculation is performed using the finite element method. A comparison of the results obtained by the two methods is performed.
机译:本文用数值和分析方法来处理三角坝。解析解通过半逆方法进行。应力函数被视为三次的多项式。使用有限元方法进行数值计算。对通过两种方法获得的结果进行比较。

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