A rectangular Kirchoff plate with sides of length \(a\) and \(b\) is clamped on all four edges. Establish the boundary conditions for the structure.

Short Answer

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Answer: For a rectangular Kirchoff plate with clamped edges of length a and b, the boundary conditions are: 1. Displacement boundary conditions: - w(0,y) = 0 - w(a,y) = 0 - w(x,0) = 0 - w(x,b) = 0 2. Rotation boundary conditions: - ∂w/∂x(0,y) = 0 - ∂w/∂x(a,y) = 0 - ∂w/∂y(x,0) = 0 - ∂w/∂y(x,b) = 0

Step by step solution

01

Clamped Plate Behavior

A Kirchoff plate is a thin plate whose deformation is governed by the Kirchoff-Love hypothesis. This means the plate is thin compared to its other dimensions, it undergoes small deformations, and the normal to the middle surface remains straight and inextensible during deformation. A clamped edge, also known as a fixed or built-in edge, is one in which the edge of the plate is held in place, meaning it cannot translate or rotate at the boundary.
02

Boundary Conditions for Displacement

As the plate is clamped along all four edges, its displacement in the out-of-plane direction (\(w\)) must be zero along those edges. For a rectangular plate with sides of length \(a\) and \(b\), these conditions can be expressed mathematically as: - Along the edge \(x=0\): \(w(0,y) = 0\) - Along the edge \(x=a\): \(w(a,y) = 0\) - Along the edge \(y=0\): \(w(x,0) = 0\) - Along the edge \(y=b\): \(w(x,b) = 0\)
03

Boundary Conditions for Rotation

Along with zero displacement, clamped edges also require zero rotation at the boundary. The rotation of the plate is represented by the angle formed between the plate tangent plane on the edges and the undeformed reference plane. The partial derivatives of \(w\) with respect to \(x\) and \(y\) represent the rotation along the x and y directions, and for a clamped edge, these values must also be zero. Mathematically, these conditions can be expressed as: - Along the edge \(x=0\): \(\frac{\partial w}{\partial x}(0,y) = 0\) - Along the edge \(x=a\): \(\frac{\partial w}{\partial x}(a,y) = 0\) - Along the edge \(y=0\): \(\frac{\partial w}{\partial y}(x,0) = 0\) - Along the edge \(y=b\): \(\frac{\partial w}{\partial y}(x,b) = 0\)
04

Summary of Boundary Conditions

To summarize, for a rectangular Kirchoff plate with sides of length \(a\) and \(b\) clamped on all four edges, the boundary conditions for the structure are: 1. Displacement boundary conditions: - \(w(0,y) = 0\) - \(w(a,y) = 0\) - \(w(x,0) = 0\) - \(w(x,b) = 0\) 2. Rotation boundary conditions: - \(\frac{\partial w}{\partial x}(0,y) = 0\) - \(\frac{\partial w}{\partial x}(a,y) = 0\) - \(\frac{\partial w}{\partial y}(x,0) = 0\) - \(\frac{\partial w}{\partial y}(x,b) = 0\) These boundary conditions must be satisfied for the plate to be considered clamped on all four edges.

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