Dissertation
Dissertation > Industrial Technology > Hydraulic Engineering > Water control,hydraulic structures > Dams > Concrete dam > Arch dam

Three-dimensional FEM Analysis of the Changling Arch Dam Before and after Structure Reinforcement

Author SunDaWei
Tutor ZhangLeiShun
School Zhengzhou University
Course Hydraulic Structure Engineering
Keywords Arch dam Finite Element Method Structural reinforcement Static Analysis Modal Analysis
CLC TV642.4
Type Master's thesis
Year 2010
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Stone masonry arch is one of the excellent water conservancy dam type , save material , can take full advantage of the strength of the material , can make the best of the advantages , therefore , widely used in small and medium-sized water conservancy projects . In addition to the continued construction of the dam , the increase of years of service , along with the early construction of the arch dam reinforcement and repair some of the old dam also become water conservancy workers have a new topic , and reinforcing an old dam is sometimes more complicated than to build a new dam . This article describes the common form of the disease in the arch dam , elaborate common arch dam structure analysis method : pure arch Law , crown cantilever method , finite element method . With large general-purpose finite element software ANSYS calculated before and after reinforcement of the Changling reservoir masonry arch dam stress , displacement , and dynamic characteristics of the structure ( frequencies and mode shapes ) , through a comparative analysis of the calculation results reinforcement effect . Arch dam structure calculation of the arch dam structure reinforcement and later reference . The main contents of this article , summed up in the following aspects: 1 . Introduce the the principle its advantages and disadvantages of the traditional method and finite element method calculation of arch dam structure calculations using the finite element method . 2 . Use of large finite element software (ANSYS) analog Changling reservoir masonry arch dam , and analysis of multiple conditions pre - reinforced masonry arch dam stress and displacement conditions . 3 according to the proposed stone masonry arch reinforcement program , and the use of the finite element method to calculate the stress and displacement conditions of reinforced masonry arch dam , the reinforcement effect of the comparative analysis of the program . The contrast calculated before and after reinforcement structure dynamic characteristics ( modal analysis ) , to provide a reference for the dynamic analysis of the structure and structural reinforcement .

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