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Finite element-based force identification of sliding support systems: Part Ⅰ-Theory

机译:基于有限元的滑动支撑系统力识别:第一部分-理论

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Sliding supports are widely used in bridges, space structures, and power plants to avoid potential damages to the structure due to expansion and contraction effects caused by temperature changes. To ensure the safety of an important structure with sliding supports, it is desirable to know both the magnitudes and positions of sliding forces through strain measurements. Effective and practical identification of sliding forces based on strain measurements on site is therefore explored in this paper. The problems involved in the force identification of sliding support systems are described. The finite element-based force identification technique and the strain measurement point selection procedure are then presented for the identification of sliding forces with no information required on their initial positions and magnitudes. The minimum strain measurement points with fairly good orthogonal property are targeted in the selection procedure. The quadratic programming problem with linear constraints and in some case the nonlinear least-squares method are involved in the identification of either concentrated sliding forces or uniformly distributed sliding loads. The feasibility and accuracy of the force identification technique and the strain measurement point selection procedure proposed in Part Ⅰ of this paper will be demonstrated in Part Ⅱ of this paper through numerical examples.
机译:滑动支架广泛用于桥梁,空间结构和发电厂中,以避免由于温度变化引起的膨胀和收缩效应而对结构造成潜在的损坏。为了确保带有滑动支撑的重要结构的安全性,希望通过应变测量了解滑动力的大小和位置。因此,本文探讨了基于应变测量的有效而实用的滑动力识别方法。描述了在滑动支撑系统的力识别中涉及的问题。然后提出了基于有限元的力识别技术和应变测量点选择程序,以识别滑动力,而无需了解其初始位置和大小的信息。在选择过程中要针对具有良好正交特性的最小应变测量点。具有线性约束的二次规划问题以及在某些情况下的非线性最小二乘方法涉及集中滑动力或均匀分布的滑动载荷的识别。本文的第二部分将通过数值算例说明本文中第一部分提出的力识别技术和应变测量点选择程序的可行性和准确性。

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