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Bending and Vibration of Rectangular Orthotropic Thin Plates on Elastic Half-Space

Author: YangXiaoLin
Tutor: LiuXinDong
School: Xi'an University of Architecture and Technology
Course: Engineering Mechanics
Keywords: Orthotropic rectangular plate Elastic half-space Chain bar method Bending Vibration
CLC: TU470.3
Type: Master's thesis
Year: 2009
Downloads: 20
Quote: 0
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Abstract


Ground and foundation of the contact problem , has been an important research topic Soil Mechanics . With the foundation model assumptions , scholars Winkler elastic foundation has done a lot of research questions . The closer the actual foundation elastic half-space , as the complexity of the issue , the current study was relatively small. This article will ground as elastic half-space , carried out an elastic half space with orthotropic rectangular plate interaction studies . This paper first reviews the anisotropic plate bending and vibration theory . And based on the elastic half-space Boussinesq solution of the problem of static and dynamic problems of Laplace transform to date Moqi gold \vibration problems were systematically analyzed were derived bending and vibration control equations , thus an elastic half space with orthotropic rectangular plate interaction problem is transformed into numerical integration and algebraic equations problem . Numerical results show that the calculated results with the results of the finite element method are similar . As a semi-analytical semi-numerical method of the \The paper gives the reinforced concrete and ribbed plate surface deformation , to promote flexibility in the application of the substrate in the project has a positive meaning .

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CLC: > Industrial Technology > Building Science > Soil mechanics,foundation engineering > Foundation > The foundation and basis for the theory and computational > Calculation, analysis
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