{"title":"The principle of minimum virtual work and its application in bridge engineering","authors":"Lukai Xiang","doi":"arxiv-2409.11431","DOIUrl":null,"url":null,"abstract":"In mechanics, common energy principles are based on fixed boundary\nconditions. However, in bridge engineering structures, it is usually necessary\nto adjust the boundary conditions to make the structure's internal force\nreasonable and save materials. However, there is currently little theoretical\nresearch in this area. To solve this problem, this paper proposes the principle\nof minimum virtual work for movable boundaries in mechanics through theoretical\nderivation such as variation method and tensor analysis. It reveals that the\nexact solution of the mechanical system minimizes the total virtual work of the\nsystem among all possible displacements, and the conclusion that the principle\nof minimum potential energy is a special case of this principle is obtained. At\nthe same time, proposed virtual work boundaries and control conditions, which\nadded to the fundamental equations of mechanics. The general formula of\nmultidimensional variation method for movable boundaries is also proposed,\nwhich can be used to easily derive the basic control equations of the\nmechanical system. The incremental method is used to prove the theory of\nminimum value in multidimensional space, which extends the Pontryagin's minimum\nvalue principle. Multiple bridge examples were listed to demonstrate the\nextensive practical value of the theory presented in this article. The theory\nproposed in this article enriches the energy principle and variation method,\nestablishes fundamental equations of mechanics for the structural optimization\nof movable boundary, and provides a path for active control of mechanical\nstructures, which has important theoretical and engineering practical\nsignificance.","PeriodicalId":501482,"journal":{"name":"arXiv - PHYS - Classical Physics","volume":"19 1","pages":""},"PeriodicalIF":0.0000,"publicationDate":"2024-09-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"arXiv - PHYS - Classical Physics","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/arxiv-2409.11431","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0
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.