Solve the following ordinary differential equations.
xdydxky=x2d2ydx2dydx2y=0d2ydx2+k2y=sinx(k20,1)d4ydx4k4y=0 (vibration of a beam) .. d4ydx42k2d2ydx2+k4y=0 (bending of an elastic plate) d2ydx2+y=secx \begin{aligned} & x \frac{d y}{d x}-k y=x^{2} \\ & \frac{d^{2} y}{d x^{2}}-\frac{d y}{d x}- 2 y= 0 \\ & \frac{d^{2} y}{d x^{2}}+k^{2} y=\sin x \quad\left(k^{2} \neq 0,1\right) \\ & \frac{d^{4} y}{d x^{4}}-k^{4} y= 0 \quad \text { (vibration of a beam) } \\ & \text {.. } \\ & \frac{d^{4} y}{d x^{4}}- 2 k^{2} \frac{d^{2} y}{d x^{2}}+k^{4} y= 0 \quad \text { (bending of an elastic plate) } \\ & \frac{d^{2} y}{d x^{2}}+y=\sec x \end{aligned}

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Step 1
: First-order linear ordinary differential equation

xkdydxkxk1y=xkxx^{-k} \frac{dy}{dx} - k x^{-k-1} y = x^{-k} x
The first equation is a first-order linear ordinary differential equation. We can write it in the standard form as: To solve this equation, we need to find an integrating factor, which is given by: For our equation, the integrating factor is: Now, we multiply both sides of the equation by the integrating factor:

Step 2
: Find the general solution

y(x)=x(x1dx+C)=x(lnx+C)y(x) = x \left( \int x^{-1} dx + C \right) = x (\ln |x| + C)

Final Answer

The general solution is given by:
y(x)=yh(x)+yp(x)=c1cos(kx)+c2sin(kx)+11+k2sinxy(x) = y_h(x) + y_p(x) = c_1 \cos (kx) + c_2 \sin (kx) + \frac{1}{1 +k^2} \sin x
where
c1c_1
and
c2c_2
are arbitrary constants. Step 7: Fourth-order homogeneous linear ordinary differential equation with constant coefficients The fourth equation is a fourth-order homogeneous linear ordinary differential equation with constant coefficients. We can write it in the standard form as:
d4ydx4+ad3ydx3+bd2ydx2+cdydx+dy=0\frac{d^4 y}{dx^4} + a \frac{d^3 y}{dx^3} + b \frac{d^2 y}{dx^2} + c \frac{dy}{dx} + d y = 0
where
a=0a = 0
,
b=0b = 0
,
c=0c = 0
, and
d=k4d = -k^4
. To solve this equation, we first find the roots of the characteristic equation:
r4+ar3+br2+cr+d=0r^4 + a r^3 + b r^2 + c r + d = 0
The characteristic equation reduces to:
r4=k4r^4 = k^4
The roots are
r=kr = k
,
r=kr = -k
,
r=ikr = i k
, and
r=ikr = -i k
. Thus, the general solution is given by:
y(x)=c1cos(kx)+c2sin(kx)+c3ekx+c4ekxy(x) = c_1 \cos (kx) + c_2 \sin (kx) + c_3 e^{kx} + c_4 e^{-kx}
where
c1c_1
,
c2c_2
,
c3c_3
, and
c4c_4
are arbitrary constants. Step 8: Bi-fourth-order homogeneous linear ordinary differential equation with constant coefficients The fifth equation is a bi-fourth-order homogeneous linear ordinary differential equation with constant coefficients. We can write it in the standard form as:
d4ydx4+ad3ydx3+bd2ydx2+cdydx+dy=0\frac{d^4 y}{dx^4} + a \frac{d^3 y}{dx^3} + b \frac{d^2 y}{dx^2} + c \frac{dy}{dx} + d y = 0
where
a=0a = 0
,
b=2k2b = - 2 k^2
,
c=0c = 0
, and
d=k4d = k^4
. To solve this equation, we first find the roots of the characteristic equation:
r4+ar3+br2+cr+d=0r^4 + a r^3 + b r^2 + c r + d = 0
The characteristic equation reduces to:
r42k2r2+k4=0r^4 - 2 k^2 r^2 + k^4 = 0
This is a biquadratic equation, which can be factored as:
(r2k2)2=0(r^2 - k^2)^2 = 0
The roots are
r=kr = k
,
r=kr = -k
,
r=ikr = i k
, and
r=ikr = -i k
. Thus, the general solution is given by:
y(x)=c1cos(kx)+c2sin(kx)+c3ekx+c4ekxy(x) = c_1 \cos (kx) + c_2 \sin (kx) + c_3 e^{kx} + c_4 e^{-kx}
where
c1c_1
,
c2c_2
,
c3c_3
, and
c4c_4
are arbitrary constants. Step 9: Second-order non-homogeneous linear ordinary differential equation The last equation is a second-order non-homogeneous linear ordinary differential equation. We can write it in the standard form as:
d2ydx2+adydx+by=f(x)\frac{d^2 y}{dx^2} + a \frac{dy}{dx} + by = f(x)
where
a=0a = 0
,
b=1b = 1
, and
f(x)=secxf(x) = \sec x
. To solve this equation, we first find the roots of the characteristic equation:
r2+ar+b=0r^2 + a r + b = 0
The roots are
r=±ir = \pm i
. Thus, the complementary solution is given by:
yc(x)=c1cosx+c2sinxy_c(x) = c_1 \cos x + c_2 \sin x
Now, we need to find a particular solution. We can use the method of variation of parameters. The Wronskian of the complementary solution is:
W(x)=cosxsinx sinxcosx=1W(x) = \begin{vmatrix} \cos x & \sin x \ -\sin x & \cos x \end{vmatrix} = 1
Thus, the coefficients
u1u_1
and
u2u_2
satisfy:
du1dx=u2f(x)=u2secx\frac{du_1}{dx} = -u_2 f(x) = -u_2 \sec x
du2dx=u1f(x)=u1secx\frac{du_2}{dx} = u_1 f(x) = u_1 \sec x
Integrating both sides, we get:
u1(x)=u2secxdxu_1(x) = \int -u_2 \sec x dx
u2(x)=u1secxdxu_2(x) = \int u_1 \sec x dx
We can find
u1u_1
and
u2u_2
by solving this system of equations. However, this process is quite lengthy and involves integration by parts.
y(x)=yc(x)+yp(x)=c1cosx+c2sinxtanxlncosx+sinx+Cy(x) = y_c(x) + y_p(x) = c_1 \cos x + c_2 \sin x - \tan x \ln |\cos x + \sin x| + C
where
c1c_1
and
c2c_2
are arbitrary constants, and
CC
is the constant of integration from finding
u1u_1
and
u2u_2
.

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