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A static, purely flexural mechanical analysis is presented for a Kirchhoff solid circular plate, deflected by a transverse
central force, and bilaterally supported along two antipodal periphery arcs, the remaining part of the boundary being free.
Two kinds of contact reactions are considered, namely the case of distributed reaction force alone, and the situation in which
the distributed force is added to a distributed couple of properly selected profile. For both cases this plate problem is
formulated in terms of an integral equation of the Prandtl type, coupled with two constraint conditions. The existence of
solutions in an appropriate scaled weighted Sobolev space is discussed, and the behaviour of the solution at the endpoints
of the support is exhibited.
This revised version was published online in June 2006 with corrections to the Cover Date. 相似文献
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《Acta Mechanica Solida Sinica》2016,(5)
A circular thin plate is proposed for vibration attenuation,which is attached alternately by annular piezoelectric unimorphs with resonant shunt circuits.Two kinds of equal frequency resonant shunt circuits are designed to achieve an integrated locally resonant(LR)band gap(BG) with a much smaller transmission factor:(1) the structure is arrayed periodically while the resonant shunt circuits are aperiodic;(2) the resonant shunt circuits are periodic while the structure is aperiodic.The transmission factor curve is calculated,which is validated by the finite element method.Dependences of the LR BG performance upon the geometric and electric parameters are also analyzed. 相似文献
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To characterize the materials parameters and deformation of a convex shell of axial symmetry, a hydrogel contact lens is mechanically
deformed by two loading configurations: (a) compression between two parallel plates and (b) central load applied by a shaft
with a spherical tip. A universal testing machine with nano-Newton and submicron resolutions is used to measure the applied
force, F, as a function of vertical displacement of the plate/shaft, w
0, while a homemade laser aided topography system records the in-situ deformed shell profile and the contact radius or central
dimple, a. A nonlinear shell theory and an iterative finite difference method are used to account for the large elastic deformation,
the central buckling for the central load compression, and the interrelationship between the measureable quantities (F, w
0, a). 相似文献
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ABSTRACT A theoretical analysis is presented for the dynamic plastic behavior of a fully clamped rigid, perfectly plastic circular plate struck transversely by a rigid mass at the center. It is shown that the maximum permanent transverse deformation predicted by a theoretical solution, with combined transverse shear and bending, is similar to that from a bending-only solution when the ratio of shear strength to bending capacity υ is sufficiently large. However, when the strength parameter υ is small, the transverse shear deformation dominates the response and the maximum deformation from a combined shear and bending solution increases sharply with a decrease in υ. It is also found that the transverse shear deformation becomes more important with an increase in the dimensionless mass ratio β and is sensitive to the dimensionless radius ρ0 of the impact area. 相似文献
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