Section 16.7

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Problem 6079

Form Euler's equation for the integral ∬ν dS\iint \nu \, dS, where ν\nu is the segment of the normal between the surface and the plane xyxy.

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Problem 6080

Euler's equation for the integral

∬Sf(x,y,z,p,q) dx dy, \iint _{S} f(x,y,z,p,q) \, dx \, dy,

where ff takes given values on the contour, is capable of becoming an identity. Prove that a necessary and sufficient condition for this is the equality:

f=L(x,y,z)+M(x,y,z)p+N(x,y,z)q;∂L∂z=∂M∂x+∂N∂y. f = L(x,y,z) + M(x,y,z)p + N(x,y,z)q; \quad \frac{\partial L}{\partial z} = \frac{\partial M}{\partial x} + \frac{\partial N}{\partial y}.

(On the other hand, a necessary and sufficient condition is the independence of the value of the integral from the shape of the surface SS.)

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Problem 6081

Find Euler's equation for the problem of the minimum of the integral

∬((∂u∂x)2+(∂u∂y)2+2uf(x,y)) dx dy \iint \left(\left(\frac{\partial u}{\partial x}\right)^{2} + \left(\frac{\partial u}{\partial y}\right)^{2} + 2uf(x,y)\right) \, dx \, dy

for given values of uu on the contour of the region.

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Problem 6082

Find the minimum of the integral

∬S(p2+q2) dx dy, \iint _{S} (p^{2}+q^{2}) \, dx \, dy,

if the values of the function uu are given on the contour. Here:

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(a)

form Euler's equation;

(b)

show that every solution of Euler's equation, satisfying the conditions on the contour, gives a strong minimum.

Problem 6083

Find Euler's equation for the problem of the extremum of the integral

I=∬((∂φ∂x)2−(∂φ∂y)2) dx dy. I = \iint \left(\left(\frac{\partial \varphi }{\partial x}\right)^{2} - \left(\frac{\partial \varphi }{\partial y}\right)^{2}\right) \, dx \, dy.
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Problem 6084

Obtain the differential equation of minimal surfaces, i.e., among all surfaces z=z(x,y)z=z(x,y), resting on a given contour CC (or several contours), find the one having the smallest area. In particular, find the minimal surfaces whose equation has the form z=φ(x)+ψ(y)z = \varphi (x)+\psi (y).

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Problem 6085

Show that if we have a minimal surface z=z(x,y)z=z(x,y), resting on a given contour CC, then this surface gives a strong minimum of the integral

I=∬S1+p2+q2 dx dy. I = \iint _{S} \sqrt{1+p^{2}+q^{2}} \, dx \, dy.
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Problem 6086

Show that the problem of the minimum of the integral

∬G(u2+v2) dx dy, \iint G\left(\sqrt{u^{2}+v^{2}}\right) \, dx \, dy,

where

u=∂φ∂x,v=∂φ∂y, u = \frac{\partial \varphi }{\partial x}, \quad v = \frac{\partial \varphi }{\partial y},

leads to Euler's equation

(c2−u2)∂2φ∂x2−2uv∂2φ∂x∂y+(c2−v2)∂2φ∂y2=0, (c^{2}-u^{2})\frac{\partial ^{2}\varphi }{\partial x^{2}} - 2uv\frac{\partial ^{2}\varphi }{\partial x \partial y} + (c^{2}-v^{2})\frac{\partial ^{2}\varphi }{\partial y^{2}} = 0,

where

c2=−q2G′(q)qG′′(q)−G′(q) c^{2} = \frac{-q^{2}G'(q)}{qG''(q)-G'(q)}

(an equation of this kind arises from the problem of the plane steady adiabatic motion of a compressible fluid with velocity potential φ\varphi, if we set:

G(q)=(2α2+(γ−1)(U2−q2))γγ−1; G(q) = \left(2\alpha ^{2}+(\gamma -1)(U^{2}-q^{2})\right)^{\frac{\gamma }{\gamma -1}};

α\alpha, γ\gamma, UU are constants).

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Problem 6087

Let ξ(x,y)\xi (x,y), η(x,y)\eta (x,y) be curvilinear coordinates, and let:

ds2=dx2+dy2=e(ξ,η) dξ2+2f(ξ,η) dξ dη+g(ξ,η) dη2. ds^{2} = dx^{2}+dy^{2} = e(\xi ,\eta ) \, d\xi ^{2} + 2f(\xi ,\eta ) \, d\xi \, d\eta + g(\xi ,\eta ) \, d\eta ^{2}.

Starting from the first variation of the integral

J=∬((∂u∂x)2+(∂u∂y)2) dx dy, J = \iint \left(\left(\frac{\partial u}{\partial x}\right)^{2} + \left(\frac{\partial u}{\partial y}\right)^{2}\right) \, dx \, dy,

show that the Laplace operator Δu\Delta u transforms to the new curvilinear coordinates by the formula

Δu=∂2u∂x2+∂2u∂y2=1eg−f2(∂∂ξ(guξ−fuηeg−f2)+∂∂η(euη−fuξeg−f2)). \Delta u = \frac{\partial ^{2}u}{\partial x^{2}} + \frac{\partial ^{2}u}{\partial y^{2}} = \frac{1}{\sqrt{eg-f^{2}}}\left(\frac{\partial }{\partial \xi }\left(\frac{gu_{\xi }-fu_{\eta }}{\sqrt{eg-f^{2}}}\right) + \frac{\partial }{\partial \eta }\left(\frac{eu_{\eta }-fu_{\xi }}{\sqrt{eg-f^{2}}}\right)\right).

Example. Polar coordinates, where ds2=dr2+r2dφ2ds^{2} = dr^{2} + r^{2}d\varphi^{2}.

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Problem 6088

The values of the function uu are given on the boundary surface of the volume VV.

Find the necessary condition for the minimum of the integral

∭V((∂u∂x)2+(∂u∂y)2+(∂u∂z)2) dx dy dz. \iiint _{V} \left(\left(\frac{\partial u}{\partial x}\right)^{2} + \left(\frac{\partial u}{\partial y}\right)^{2} + \left(\frac{\partial u}{\partial z}\right)^{2}\right) \, dx \, dy \, dz.
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Problem 6089

The same question applied to the integral

∭V1+(∂u∂x)2+(∂u∂y)2+(∂u∂z)2 dx dy dz. \iiint _{V} \sqrt{1+\left(\frac{\partial u}{\partial x}\right)^{2} + \left(\frac{\partial u}{\partial y}\right)^{2} + \left(\frac{\partial u}{\partial z}\right)^{2}} \, dx \, dy \, dz.
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Problem 6090

Let ξ1\xi_{1}, ξ2\xi_{2}, ξ3\xi_{3} be curvilinear orthogonal coordinates, defined by the formulas:

x=x(ξ1,ξ2,ξ3),y=y(ξ1,ξ2,ξ3),z=z(ξ1,ξ2,ξ3). x = x(\xi _{1},\xi _{2},\xi _{3}), \quad y = y(\xi _{1},\xi _{2},\xi _{3}), \quad z = z(\xi _{1},\xi _{2},\xi _{3}).

Let also

ds2=dx2+dy2+dz2=H12dξ12+H22dξ22+H32dξ32. ds^{2} = dx^{2}+dy^{2}+dz^{2} = H_{1}^{2}d\xi _{1}^{2} + H_{2}^{2}d\xi _{2}^{2} + H_{3}^{2}d\xi _{3}^{2}.

Using the first variation of the integral

∭((∂u∂x)2+(∂u∂y)2+(∂u∂z)2) dx dy dz, \iiint \left(\left(\frac{\partial u}{\partial x}\right)^{2} + \left(\frac{\partial u}{\partial y}\right)^{2} + \left(\frac{\partial u}{\partial z}\right)^{2}\right) \, dx \, dy \, dz,

show that the Laplace operator Δu\Delta u in the new coordinates has the form

Δu=1H1H2H3(∂∂ξ1(H2H3H1∂u∂ξ1)+∂∂ξ2(H3H1H2∂u∂ξ2)+∂∂ξ3(H1H2H3∂u∂ξ3)). \Delta u = \frac{1}{H_{1}H_{2}H_{3}}\left(\frac{\partial }{\partial \xi _{1}}\left(\frac{H_{2}H_{3}}{H_{1}}\frac{\partial u}{\partial \xi _{1}}\right) + \frac{\partial }{\partial \xi _{2}}\left(\frac{H_{3}H_{1}}{H_{2}}\frac{\partial u}{\partial \xi _{2}}\right) + \frac{\partial }{\partial \xi _{3}}\left(\frac{H_{1}H_{2}}{H_{3}}\frac{\partial u}{\partial \xi _{3}}\right)\right).

Example. Spherical coordinates, where ds2=dr2+r2sin⁡2θ dφ2+r2dθ2ds^{2} = dr^{2} + r^{2}\sin^{2}\theta \, d\varphi^{2} + r^{2}d\theta^{2}.

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Problem 6091

Show that for the problem of the minimum of the integral

I=12\iiiint(Hx2+Hy2+Hz2−Ex2−Ey2−Ez2) dx dy dz dt, I = \frac{1}{2}\iiiint (H_{x}^{2}+H_{y}^{2}+H_{z}^{2}-E_{x}^{2}-E_{y}^{2}-E_{z}^{2}) \, dx \, dy \, dz \, dt,

where

Hx=∂Az∂y−∂Ay∂z;Hy=∂Ax∂z−∂Az∂x;Hz=∂Ay∂x−∂Ax∂y; H_{x} = \frac{\partial A_{z}}{\partial y} - \frac{\partial A_{y}}{\partial z}; \qquad H_{y} = \frac{\partial A_{x}}{\partial z} - \frac{\partial A_{z}}{\partial x}; \qquad H_{z} = \frac{\partial A_{y}}{\partial x} - \frac{\partial A_{x}}{\partial y}; Ex=−∂Ax∂t−∂Φ∂x;Ey=−∂Ay∂t−∂Φ∂y;Ez=−∂Az∂t−∂Φ∂z, E_{x} = -\frac{\partial A_{x}}{\partial t} - \frac{\partial \Phi }{\partial x}; \qquad E_{y} = -\frac{\partial A_{y}}{\partial t} - \frac{\partial \Phi }{\partial y}; \qquad E_{z} = -\frac{\partial A_{z}}{\partial t} - \frac{\partial \Phi }{\partial z},

Euler's equations coincide with Maxwell's equations for the propagation of electromagnetic waves:

∂Hz∂y−∂Hy∂z=∂Ex∂t;∂Hx∂z−∂Hz∂x=∂Ey∂t; \frac{\partial H_{z}}{\partial y} - \frac{\partial H_{y}}{\partial z} = \frac{\partial E_{x}}{\partial t}; \qquad \frac{\partial H_{x}}{\partial z} - \frac{\partial H_{z}}{\partial x} = \frac{\partial E_{y}}{\partial t}; ∂Hy∂x−∂Hx∂y=∂Ez∂t;∂Ex∂x+∂Ey∂y+∂Ez∂z=0. \frac{\partial H_{y}}{\partial x} - \frac{\partial H_{x}}{\partial y} = \frac{\partial E_{z}}{\partial t}; \qquad \frac{\partial E_{x}}{\partial x} + \frac{\partial E_{y}}{\partial y} + \frac{\partial E_{z}}{\partial z} = 0.
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Problem 6092

Form the differential equation of the longitudinal vibrations of a rod, starting from Hamilton's principle.

The rod is located along the axis OXOX between the points (0,0,0)(0,0,0) and (l,0,0)(l,0,0) and works under longitudinal compression and tension. Notation: u(x,t)u(x,t) --- displacement; ω(x)\omega (x) --- cross-sectional area; ρ(x)\rho (x) --- density of the material; EE --- modulus of elasticity; σ\sigma --- Poisson's ratio; I(x)I(x) --- polar moment of the cross-section relative to the point (x,0,0)(x,0,0); F(x)F(x) --- external force per unit mass. Determine what boundary conditions can be considered at the ends.

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Problem 6093

Form the differential equation of small transverse vibrations of a rod, starting from Hamilton's principle. The rod of length ll is located along the axis OXOX and works under bending. The vibrations occur in the plane XOYXOY. Notation: v(x,t)v(x,t) --- displacement; ω(x)\omega (x) --- cross-section; ρ(x)\rho (x) --- density of the material; EE --- modulus of elasticity; I(x)I(x) --- moment of inertia of the cross-section relative to the axis passing through its center of gravity perpendicular to XOYXOY; F(x)F(x) --- external force, per unit mass. Also find the form of the limiting conditions that must be satisfied in various cases.

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Problem 6094

Starting from Hamilton's principle, form the differential equation of small transverse vibrations of a membrane, located in the plane XOYXOY and working only under tension. Notation: ζ(x,y,t)\zeta (x,y,t) --- displacement, perpendicular to XOYXOY; ρ(x,y)\rho (x,y) --- surface density; S0S_{0} --- area of the membrane in the equilibrium position; PP --- tension of the membrane, constant, giving a force acting in the plane XOYXOY per unit length of the contour bounding any element of area; F(x,y)F(x,y) --- external force, perpendicular to XOYXOY, per unit mass; φ\varphi --- external force, perpendicular to XOYXOY, acting on the contour, per unit length of the contour. Also find the form of the limiting condition on the contour CC of the membrane, when it is not fixed (if it is fixed, then the limiting condition will be ζ=φ(c,t)\zeta = \varphi (c,t) --- a given function of the position of the point on the contour).

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Problem 6095

Form the differential equation of equilibrium of a membrane and determine the boundary conditions in the case where an external force acts on it only on the contour, equal to k(s)ζ(s)k(s)\zeta (s), where kk is a coefficient of proportionality, and ζ(s)\zeta (s) is the transverse displacement of a point of the membrane. The force is directed opposite to the displacement.

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Problem 6096

Form the exact differential equation of equilibrium of a membrane serving as the bottom of a cylindrical vessel in which a liquid of density ρ0\rho_{0}, of depth hh (relative to the original position of the membrane), is poured. Notation: ζ(x,y,t)\zeta (x,y,t) --- displacement of a point of the membrane in the vertical direction OZOZ (positive direction downward), PP --- constant tension of the membrane.

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Problem 6097

Starting from Hamilton's principle, form the equation of small transverse vibrations of a thin plate. The plate works under tension and bending, its thickness is 2h2h. In the equilibrium position the midplane of the plate lies in the plane XOYXOY and is bounded by the contour CC. Here: ζ(x,y,t)\zeta (x,y,t) --- displacement of a point along OZOZ, ρ\rho --- constant density of the plate, EE --- modulus of elasticity, σ\sigma --- Poisson's ratio, there are no external forces. Determine the character of the limiting conditions.

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Problem 6098

Derive the equations of equilibrium of an elastic isotropic body, starting from the principle of virtual displacements, i.e., from the condition:

δ∭Π dx dy dz=0, \delta \iiint \Pi \, dx \, dy \, dz = 0,

where

Π=A−W,W=ρ(uX+vY+wZ), \Pi = A - W, \quad W = \rho (uX+vY+wZ), 2A=(λ+2μ)(ux+vy+wz)2+μ((wy+vz)2+(vx+uy)2+(uz+wx)2−4vywz−4wzux−4uxvy), 2A = (\lambda +2\mu )(u_{x}+v_{y}+w_{z})^{2} + \mu \left((w_{y}+v_{z})^{2}+(v_{x}+u_{y})^{2}+(u_{z}+w_{x})^{2} - 4v_{y}w_{z} - 4w_{z}u_{x} - 4u_{x}v_{y}\right),

λ\lambda and μ\mu are elastic constants, AA is the strain energy per unit volume, XX, YY, ZZ are the components of the external force per unit mass, uu, vv, ww are the displacements of points of the elastic body, given on the surface; uxu_{x} denotes ∂u∂x\frac{\partial u}{\partial x}, and so on.

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Problem 6099

Derive the equations of motion of an elastic isotropic body, starting from Hamilton's principle:

δ∫t0t1(T−Π) dt=0, \delta \int _{t_{0}}^{t_{1}} (T-\Pi ) \, dt = 0,

where

T=12∭ρ((∂u∂t)2+(∂v∂t)2+(∂w∂t)2) dx dy dz, T = \frac{1}{2}\iiint \rho \left(\left(\frac{\partial u}{\partial t}\right)^{2}+\left(\frac{\partial v}{\partial t}\right)^{2}+\left(\frac{\partial w}{\partial t}\right)^{2}\right) \, dx \, dy \, dz,

and the quantity Π\Pi has the same meaning as in problem 6098.

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