The principle of minimum virtual work and its application in bridge engineering

Lukai Xiang
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Abstract

In mechanics, common energy principles are based on fixed boundary conditions. However, in bridge engineering structures, it is usually necessary to adjust the boundary conditions to make the structure's internal force reasonable and save materials. However, there is currently little theoretical research in this area. To solve this problem, this paper proposes the principle of minimum virtual work for movable boundaries in mechanics through theoretical derivation such as variation method and tensor analysis. It reveals that the exact solution of the mechanical system minimizes the total virtual work of the system among all possible displacements, and the conclusion that the principle of minimum potential energy is a special case of this principle is obtained. At the same time, proposed virtual work boundaries and control conditions, which added to the fundamental equations of mechanics. The general formula of multidimensional variation method for movable boundaries is also proposed, which can be used to easily derive the basic control equations of the mechanical system. The incremental method is used to prove the theory of minimum value in multidimensional space, which extends the Pontryagin's minimum value principle. Multiple bridge examples were listed to demonstrate the extensive practical value of the theory presented in this article. The theory proposed in this article enriches the energy principle and variation method, establishes fundamental equations of mechanics for the structural optimization of movable boundary, and provides a path for active control of mechanical structures, which has important theoretical and engineering practical significance.
最小虚功原理及其在桥梁工程中的应用
在力学中,常见的能量原理都是基于固定的边界条件。然而,在桥梁工程结构中,通常需要对边界条件进行调整,以使结构的内力合理并节省材料。然而,目前这方面的理论研究还很少。为了解决这一问题,本文通过变分法和张量分析等理论推导,提出了力学中活动边界的最小虚功原理。它揭示了力学系统的精确解在所有可能的位移中使系统的总虚功最小,并得到了最小势能原理是该原理的特例的结论。同时,提出了虚功边界和控制条件,补充了力学基本方程。还提出了动边界多维变化法的一般公式,可用于方便地推导主题机械系统的基本控制方程。用增量法证明了多维空间最小值理论,扩展了庞特里亚金最小值原理。文章列举了多个桥梁实例,以证明本文提出的理论具有广泛的实用价值。本文提出的理论丰富了能量原理和变异法,建立了动边界结构优化的力学基本方程,为机械结构的主动控制提供了路径,具有重要的理论和工程实践意义。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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