基于非线性变形模型的钢筋混凝土构件弯曲残余挠度的确定

A. Shevchenko, N. Baglaev, E. Zelenev, V. Kurbatov
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引用次数: 0

摘要

本文的目的是在非线性变形模型的基础上,用数值方法实现钢筋混凝土构件残余挠度的确定。为了求解物理非线性方程组,结合Microsoft Excel和VBA,采用迭代法。现有的弯曲构件验算和加固工程方法大多是基于简化法确定截面整体刚度特性的方法。当使用现行规范时,当需要考虑材料的非线性变形、加载方式和结构背景的特征时,这个问题就有了新的意义。本文考虑了非线性变形模型在残余挠度计算中的应用。为了解决这一问题,将弯曲单元划分为单独的部分,并根据非线性变形模型计算每个部分的刚度。在求解非线性变形模型的平衡方程组时,采用迭代法。在有裂缝的区域,钢筋中的应力通过一个系数来调节,该系数考虑了裂缝截面内和裂缝之间应力分布的不均匀性。在确定各截面的刚度系数后,用梯形数值法对单位弯矩截面的值与计算出的曲率积分确定位移。构造了荷载-挠度图,用平方多项式近似,推导了解析依赖关系,从而确定了弯曲单元的残余挠度和整体应力-应变状态。并将结果与规范方法进行了分析和比较。用规范方法计算良好收敛性的数值实例
本文章由计算机程序翻译,如有差异,请以英文原文为准。
DETERMINATION OF RESIDUAL DEFLECTIONS OF BENT REINFORCED CONCRETE ELEMENTS BASED ON A NONLINEAR DEFORMATION MODEL
The purpose of this work is to numerically implement the determination of residual deflections of reinforced concrete elements based on a nonlinear deformation model. To solve the equations in a physically nonlinear formulation, the iteration method is used in combination with Microsoft Excel and VBA. Most of the existing engineering methods for the verification calculation and reinforcement of bent elements are based on approaches based on the determination of integral stiffness characteristics of the section by simplified methods. This problem acquires new relevance when using the current norms, when it is necessary to take into account the features of nonlinear deformation of materials, loading mode, and the background of the structure. The article considers the application of a nonlinear deformation model in the calculation of residual deflections. To solve this problem, the bent element is divided into separate sections, on each of which stiffness is calculated based on a nonlinear deformation model. When solving systems of equilibrium equations of a nonlinear deformation model, the iteration method is used. In areas with cracks, the stresses in the reinforcement are adjusted by a coefficient that takes into account the unevenness of their distribution in the section with the crack and between them. After determining the stiffness coefficients in each section, the displacement is determined by integrating the values in the sections of unit moments and the calculated curvature by the numerical method of trapezoids. A load-deflection graph is constructed and approximated by a square polynomial with the derivation of an analytical dependence to determine the residual deflections as well as the stress-strain state of the bent elements as a whole. The analysis and comparison of the results with the normative methodology is given. Numerical example of calculation of good convergence with the normative methodology
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