Processing of nonlinear concrete creep curves using nonlinear optimization methods

A. Chepurnenko, V. Turina, V. Akopyan
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Abstract

The article proposes a method for determining the rheological parameters of concrete based on creep curves at various stress levels using the theory of V.M. Bondarenko. Using the proposed methodology, the experimental data presented in the work of A.V. Yashin is processed. The problem of searching for rheological parameters is posed as a nonlinear optimization problem. The sum of squared deviations of the experimental values of creep strains from the theoretical ones is minimized. The interior point method is used as a nonlinear optimization method. Four different expressions for the creep measure are considered, including the creep measure by N.Kh. Harutyunyan, creep measure by A.G. Tamrazyan, a creep measure in the form of a sum of two exponentials, and McHenry’s creep measure. It has been shown that the best agreement with experimental data is provided by the McHenry’s creep measure. An expression has been selected for the nonlinearity function, which describes the nonlinear relationship between stresses and creep strains. It is shown that the instantaneous nonlinearity of deformation and the nonlinearity that manifests itself over time cannot be described by a single function.
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利用非线性优化方法处理非线性混凝土徐变曲线
文章利用 V.M. Bondarenko 的理论,根据不同应力水平下的徐变曲线,提出了一种确定混凝土流变参数的方法。利用提出的方法,对 A.V. Yashin 作品中的实验数据进行了处理。寻找流变参数的问题是一个非线性优化问题。蠕变应变的实验值与理论值的平方差之和最小。内点法是一种非线性优化方法。考虑了四种不同的蠕变量表达式,包括 N.Kh.Harutyunyan 的蠕变量、A.G. Tamrazyan 的蠕变量、两个指数之和形式的蠕变量以及 McHenry 的蠕变量。结果表明,麦克亨利蠕变测量法与实验数据的一致性最好。为非线性函数选择了一个表达式,它描述了应力和蠕变应变之间的非线性关系。研究表明,变形的瞬时非线性和随时间变化的非线性不能用一个函数来描述。
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