Section 10.16

Linear Equations with Constant Coefficients and Equations Reducible to Them

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Problem 4288

Write the general integral of the equation y′′−y=0y''-y=0.

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Problem 4289

Write the general integral of the equation y′′−5y′+6y=0y''-5y'+6y=0.

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Problem 4290

Write the general integral of the equation y′′+3y′+2y=0y''+3y'+2y=0.

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Problem 4291

Write the general integral of the equation y′′+2y′+y=0y''+2y'+y=0.

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Problem 4292

Write the general integral of the equation y′′−4y′+4y=0y''-4y'+4y=0.

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Problem 4293

Write the general integral of the equation y′′+2y′+5y=0y''+2y'+5y=0.

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Problem 4294

Write the general integral of the equation y′′+4y′+13y=0y''+4y'+13y=0.

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Problem 4295

Write the general integral of the equation y′′+y′+y=0y''+y'+y=0.

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Problem 4296

Write the general integral of the equation y′′+y=0y''+y=0.

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Problem 4297

Write the general integral of the equation y′′′−8y=0y'''-8y=0.

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Problem 4298

Write the general integral of the equation yIV−16y=0y^{IV}-16y=0.

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Problem 4299

Write the general integral of the equation yIV+4y=0y^{IV}+4y=0.

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Problem 4300

Write the general integral of the equation y′′′−6y′′+11y′−6y=0y'''-6y''+11y'-6y=0.

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Problem 4301

Write the general integral of the equation y′′′−5y′′+17y′−13y=0y'''-5y''+17y'-13y=0.

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Problem 4302

Write the general integral of the equation yIV−5y′′+4y=0y^{IV}-5y''+4y=0.

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Problem 4303

Write the general integral of the equation yIV+5y′′+4y=0y^{IV}+5y''+4y=0.

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Problem 4304

Write the general integral of the equation y′′′−6y′′+12y′−8y=0y'''-6y''+12y'-8y=0.

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Problem 4305

Write the general integral of the equation yIV+2y′′′+3y′′+2y′+y=0y^{IV}+2y'''+3y''+2y'+y=0.

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Problem 4306

Write the general integral of the equation yIV+4y′′′+6y′′+4y′+y=0y^{IV}+4y'''+6y''+4y'+y=0.

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Problem 4307

Write the general integral of the equation yIV−y′′′+y′′−y′+12y=0y^{IV}-y'''+y''-y'+12y=0.

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Problem 4308

Write the general integral of the equation yVII+3yVI+3yV+3yIV=0y^{VII}+3y^{VI}+3y^{V}+3y^{IV}=0.

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Problem 4309

Find the particular integral of the equation yIV+a4y=0y^{IV}+a^{4}y=0 for x=0x=0, y=0y=0, y′=0y'=0, y′′=0y''=0, y′′′=1y'''=1.

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Problem 4310

Find the particular integral of the equation yIV+4y=0y^{IV}+4y=0 for x=0x=0, y=0y=0, y′=0y'=0; for x=πx=\pi, y=0y=0, y′=ay'=a.

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Problem 4311

Find the particular integral of the equation yIV+4y=0y^{IV}+4y=0 for x=0x=0, y=0y=0, y′=1y'=1; for x=+∞x=+\infty, y=0y=0.

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Problem 4312

Find the particular integral of the equation yIV−a4y=0y^{IV}-a^{4}y=0 for x=0x=0, y=0y=0, y′=0y'=0; for x=lx=l, y′′=0y''=0, y′′′=by'''=b.

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Problem 4313

For which values of aa will there exist solutions of the previous problem that are not identically zero, in the case b=0b=0?

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Problem 4314

Find the general integral of the equation y′′+a2y=exy''+a^{2}y=e^{x} by the method of undetermined coefficients.

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Problem 4315

Find the general integral of the equation y′′−y=xex+e2xy''-y=xe^{x}+e^{2x} by the method of undetermined coefficients.

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Problem 4316

Find the general integral of the equation y′′−3y′+2y=e3x(x2+x)y''-3y'+2y=e^{3x}(x^{2}+x) by the method of undetermined coefficients.

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Problem 4317

Find the general integral of the equation y′′′−4y′=xe2x+sin⁡x+x2y'''-4y'=xe^{2x}+\sin x+x^{2} by the method of undetermined coefficients.

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Problem 4318

Find the general integral of the equation y′′+2y′+y=e−xcos⁡x+xe−xy''+2y'+y=e^{-x}\cos x+xe^{-x} by the method of undetermined coefficients.

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Problem 4319

Find the general integral of the equation y′′+2y′+2y=e−xcos⁡x+xe−xy''+2y'+2y=e^{-x}\cos x+xe^{-x} by the method of undetermined coefficients.

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Problem 4320

Find the general integral of the equation y′′−7y′+6y=sin⁡xy''-7y'+6y=\sin x by the method of undetermined coefficients.

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Problem 4321

Find the general integral of the equation y′′−2y′+y=sin⁡x+e−x+exy''-2y'+y=\sin x+e^{-x}+e^{x} by the method of undetermined coefficients.

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Problem 4322

Find the general integral of the equation y′′+y=2sin⁡xsin⁡2xy''+y=2\sin x\sin 2x by the method of undetermined coefficients.

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Problem 4323

Find the general integral of the equation y′′−a2y=ebxy''-a^{2}y=e^{bx} for b≠ab\neq a and b=ab=a, by the method of undetermined coefficients.

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Problem 4324

Find the general integral of the equation y′′+a2y=sin⁡bxy''+a^{2}y=\sin bx for b≠ab\neq a and b=ab=a, by the method of undetermined coefficients.

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Problem 4325

Find the general integral of the equation yIV+2y′′′+5y′′+8y′+4y=cos⁡x+40exy^{IV}+2y'''+5y''+8y'+4y=\cos x+40e^{x} by the method of undetermined coefficients.

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Problem 4326

Find the general integral of the equation y′′+4y′+20y=asin⁡4xy''+4y'+20y=a\sin 4x by the method of undetermined coefficients.

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Problem 4327

Find the general integral of the equation y′′′−2y′+4y=e−xcos⁡x+exsin⁡xy'''-2y'+4y=e^{-x}\cos x+e^{x}\sin x by the method of undetermined coefficients.

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Problem 4328

Find the general integral of the equation y′′′+y′′−y′+15y=sin⁡2xy'''+y''-y'+15y=\sin 2x by the method of undetermined coefficients.

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Problem 4329

Find the general integral of the equation y′′+n2y=sin⁡3nxy''+n^{2}y=\sin^{3}nx by the method of undetermined coefficients.

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Problem 4330

Find the general integral of the equation y′′+n2y=axsin⁡mx+bcos⁡mxy''+n^{2}y=ax\sin mx+b\cos mx; m≠nm\neq n, by the method of undetermined coefficients.

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Problem 4331

Find the general integral of the equation y′′+n2y=axsin⁡nx+bcos⁡nxy''+n^{2}y=ax\sin nx+b\cos nx by the method of undetermined coefficients.

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Problem 4332

Solve the equation y′′+y=tg⁡xy''+y=\tg x.

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Problem 4333

Solve the equation y′′−y=2exex−1y''-y=\dfrac {2e^{x}}{e^{x}-1}.

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Problem 4334

Solve the equation y′′+y=1cos⁡xy''+y=\dfrac {1}{\cos x}.

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Problem 4335

Solve the equation y′′+y=1cos⁡2xcos⁡2xy''+y=\dfrac {1}{\cos 2x\sqrt{\cos 2x}}.

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Problem 4336

Solve the equation y′′−6y′+9y=9x2+6x+2x3y''-6y'+9y=\dfrac {9x^{2}+6x+2}{x^{3}}.

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Problem 4337

Solve the equation y′′−6y′+9y=36x−12x+1xxy''-6y'+9y=36\sqrt{x}-\dfrac {12x+1}{x\sqrt{x}}.

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Problem 4338

Integrate the equation x2y′′+xy′+y=0x^{2}y''+xy'+y=0.

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Problem 4339

Integrate the equation x2y′′+xy′−y=0x^{2}y''+xy'-y=0.

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Problem 4340

Integrate the equation x2y′′′=2y′x^{2}y'''=2y'.

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Problem 4341

Integrate the equation x3y′′′+xy′−y=0x^{3}y'''+xy'-y=0.

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Problem 4342

Integrate the equation x3y′′′+2x2y′′−xy′+y=0x^{3}y'''+2x^{2}y''-xy'+y=0.

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Problem 4343

Integrate the equation x2y′′+xy′+y=xx^{2}y''+xy'+y=x.

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Problem 4344

Integrate the equation x2y′′−xy′+y=2xx^{2}y''-xy'+y=2x.

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Problem 4345

Integrate the equation x2y′′−2xy′+2y=2x3−xx^{2}y''-2xy'+2y=2x^{3}-x.

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Problem 4346

Integrate the equation x3y′′′−x2y′′+2xy′−2y=x3+3xx^{3}y'''-x^{2}y''+2xy'-2y=x^{3}+3x.

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Problem 4347

Integrate the equation (3x+2)2y′′+7(3x+2)y′=−63x+18(3x+2)^{2}y''+7(3x+2)y'=-63x+18.

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Problem 4348

Integrate the equation x2y′′−4xy′+6y=2ax+12bxx^{2}y''-4xy'+6y=2ax+\dfrac {12b}{x}.

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Problem 4349

Integrate the equation x4yIV+6x3y′′′+5x2y′′−xy′+y=x2x^{4}y^{IV}+6x^{3}y'''+5x^{2}y''-xy'+y=x^{2}.

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Problem 4350

Integrate the equation (x+1)3y′′+3(x+1)2y′+(x+1)y=6ln⁡(x+1)(x+1)^{3}y''+3(x+1)^{2}y'+(x+1)y=6\ln (x+1).

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Problem 4351

Integrate the equation x3y′′−x2y′−3xy+16ln⁡x=0x^{3}y''-x^{2}y'-3xy+16\ln x=0.

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Problem 4352

Integrate the equation (x+1)2y′′+(x+1)y′+y=x2+2sin⁡ln⁡(1+x)(x+1)^{2}y''+(x+1)y'+y=x^{2}+2\sin \ln (1+x).

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Problem 4353

Integrate the equation x2y′′+xy′−y=x(x+1)2−ln⁡(x+1)x^{2}y''+xy'-y=\dfrac {x}{(x+1)^{2}}-\ln (x+1).

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Problem 4354

Integrate the equation x4y′′′+2x3y′′=1x^{4}y'''+2x^{3}y''=1 under the condition: if x=1x=1, then y=0y=0, y′=0y'=0, y′′=0y''=0.

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Problem 4355

Find the particular integral of the equation y′′−(α+β)y′+αβy=Aeγxy''-(\alpha +\beta )y'+\alpha \beta y=Ae^{\gamma x} (α≠β≠γ\alpha \neq \beta \neq \gamma), satisfying the supplementary conditions: at x=0x=0, y=ay=a, y′=by'=b.

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Problem 4356

Find the particular integral of the equation y′′−(α+β)y′+αβy=Aeαxy''-(\alpha +\beta )y'+\alpha \beta y=Ae^{\alpha x} (α≠β\alpha \neq \beta), satisfying the supplementary conditions: at x=0x=0, y=ay=a, y′=by'=b. Obtain the required solution:

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(a)

from the general integral,

(b)

by a limiting passage from the solution of the previous problem.

Problem 4357

Find the particular integral of the equation y′′−2αy′+α2y=Aeαxy''-2\alpha y'+\alpha^{2}y=Ae^{\alpha x}, satisfying the supplementary conditions: at x=0x=0, y=ay=a, y′=by'=b. Obtain the required solution:

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(a)

from the general integral,

(b)

by a limiting passage from the solution of the previous problem.

Problem 4358

Find the particular integral of the equation y′′′−5y′′+8y′−4y=e2x+e3xy'''-5y''+8y'-4y=e^{2x}+e^{3x}, satisfying the supplementary conditions: at x=0x=0, y=1y=1, y′=0y'=0, y′′=0y''=0.

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Problem 4359

Find the particular integral of the equation y′′+n2y=hsin⁡2nxy''+n^{2}y=h\sin^{2}nx, satisfying the supplementary conditions: at x=0x=0, y=0y=0, y′=0y'=0.

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Problem 4360

Find the particular integral of the equation y′′+4n2y=hsin⁡2nxy''+4n^{2}y=h\sin^{2}nx, satisfying the supplementary conditions: at x=0x=0, y=ay=a, y′=0y'=0.

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Problem 4361

Find the particular integral of the equation y′′′+y=1y'''+y=1, satisfying the supplementary conditions: at x=0x=0, y=0y=0, y′=0y'=0, y′′=0y''=0.

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Problem 4362

Find the particular integral of the equation yIV+y=1y^{IV}+y=1, satisfying the supplementary conditions: at x=0x=0, y=0y=0; at x=∞x=\infty, yy is finite.

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Problem 4363

Find the integral of the equation yIV−2y′′′+2y′′−2y′+y=π2+4cos⁡xy^{IV}-2y'''+2y''-2y'+y=\dfrac {\pi }{2}+4\cos x, satisfying the conditions y=y′=0y=y'=0 at x=0x=0 and at x=πx=\pi.

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Problem 4364

Find a function of xx, continuous with continuous derivative for 0<x<20<x<2, satisfying the equation y′′−y=0y''-y=0 for x<1x<1 and the equation y′′−4y=0y''-4y=0 for x>1x>1, and such that y=0y=0 and y′=1y'=1 at x=0x=0.

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Problem 4365

A body falls from height hh under the action of gravity f1=−mgf_{1}=-mg; friction forces, proportional to the velocity, act on it: f2=−kvf_{2}=-kv. The initial velocity is zero. Find the formula for the height yy after tt seconds from the start of the motion.

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Problem 4366

A body of mass mm slides along a plane inclined at angle α\alpha under the action of gravity. The friction force is given by the formula f=−lp−kvf=-lp-kv, where pp is the normal pressure, vv is the velocity of the body, ll and kk are constants. Find the dependence of the distance traveled on time.

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Problem 4367

A body of mass mm is suspended on a spring and is in equilibrium. The spring is then stretched by a length hh by a force khkh and the body is released. Determine the subsequent motion of the body, assuming the resistance of the medium is proportional to the velocity f=−nvf=-nv.

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Problem 4368

By Newton's law, for the motion of a body along the axis OxOx, md2xdt2=fm\dfrac {d^{2}x}{dt^{2}}=f, where ff is the force acting on the body. Find the motion of a body acted on simultaneously by two forces:

  1. an elastic force, proportional to the displacement from the equilibrium position: f1=−a2xf_{1}=-a^{2}x;

  2. a friction force, proportional to the velocity: f2=−kdxdtf_{2}=-k\dfrac {dx}{dt}.

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Problem 4369

Using the same notation as in problem 4368, find the motion of a body of mass mm acted on by two forces: f1=−a2xf_{1}=-a^{2}x and f2=bsin⁡ntf_{2}=b\sin nt. Consider the cases n≠amn\neq \dfrac {a}{\sqrt{m}} and n=amn=\dfrac {a}{\sqrt{m}}. At t=0t=0 the quantities xx and dxdt\dfrac {dx}{dt} equal 00.

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Problem 4370

A body of mass mm slides along a horizontal plane owing to a push that imparted an initial velocity v0v_{0}. A friction force equal to −km-km acts on the body. Find the distance the body is able to travel.

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Problem 4371

Two forces act on a body of unit mass: f1=−k2xf_{1}=-k^{2}x and f2=−fk2sign⁡(x′)f_{2}=-fk^{2}\operatorname {sign}\left(x'\right), equal to fk2fk^{2} and directed opposite to the velocity. The initial velocity is x′=0x'=0, and the initial distance from the origin is x0=nfx_{0}=nf. Find the motion of the body.

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Problem 4372

A string of length ll is located along the axis OxOx between the points (0,0)(0,0) and (l,0)(l,0) and vibrates in the plane xOyxOy. The displacement yy at the point xx and at time tt satisfies the equation ∂2y∂t2=a2∂2y∂x2\dfrac {\partial^{2}y}{\partial t^{2}}=a^{2}\dfrac {\partial^{2}y}{\partial x^{2}}. Find the types of vibration for which y=u(x)sin⁡bty=u(x)\sin bt, where bb characterizes the frequency of vibration. The ends of the string are fixed: y=0y=0 at x=0x=0 and x=lx=l for any tt.

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Problem 4373

In the steady-state distribution of heat in a homogeneous body, the temperature uu satisfies Laplace's equation ∂2u∂x2+∂2u∂y2+∂2u∂z2=0\dfrac {\partial^{2}u}{\partial x^{2}}+\dfrac {\partial^{2}u}{\partial y^{2}}+\dfrac {\partial^{2}u}{\partial z^{2}}=0. The interior of a cylindrical tube with homogeneous walls is filled with a liquid at temperature t1t_{1}, and on the outside with a liquid at temperature t2t_{2}. Find the distribution of temperature in the walls.

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Problem 4374

The same question as in the previous problem, for the layer between concentric spheres of radii r1r_{1} and r2r_{2}.

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Problem 4375

A beam is located along the axis OxOx from the point (0,0)(0,0) to the point (l,0)(l,0). Its deflection at the point xx is equal to yy and satisfies the equation yIV=af(x)y^{IV}=af(x), where f(x)f(x) is the load, and aa is a coefficient depending on the material of the beam and the shape of its cross-section. Find the deflection of the beam for f(x)=1f(x)=1, if the beam is fixed at the ends (y=y′=0y=y'=0 at x=0x=0 and x=lx=l).

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Problem 4376

A rod between the same points as in the previous problem rotates about the axis OxOx. Its deflection yy from the axis OxOx, if possible, satisfies the equation yIV−a4y=0y^{IV}-a^{4}y=0, where aa depends on the speed and properties of the rod. At x=0x=0 and x=lx=l the quantities yy and y′′y'' are equal to zero. For which aa is a deflection possible?

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Problem 4377

An elastic thin plate lies in the plane xOyxOy and is bent by distributed forces of intensity p(x,y)p(x,y) acting on it. The deflection ww at the point (x,y)(x,y) (displacement from the plane xOyxOy) satisfies the differential equation

D(∂4w∂x4+2∂4w∂x2∂y2+∂4w∂y4)=p(x,y) D\left(\dfrac {\partial ^{4}w}{\partial x^{4}}+2\dfrac {\partial ^{4}w}{\partial x^{2}\partial y^{2}}+\dfrac {\partial ^{4}w}{\partial y^{4}}\right)=p(x,y)

(the constant DD is the rigidity of the plate).

Determine the deflection w(r)w(r) for a circular, uniformly loaded plate of radius aa, with a clamped edge. At the clamped edge, w=0w=0 and dwdr=0\dfrac {dw}{dr}=0; at the center of the plate, ww and d2wdr2\dfrac {d^{2}w}{dr^{2}} are finite (r=x2+y2r=\sqrt{x^{2}+y^{2}}).

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Problem 4378

Solve the previous problem for a uniformly loaded circular plate of radius aa, simply supported at the edge. At the supported edge r=ar=a the boundary conditions have the form: w=0w=0 and d2wdr2+νrdwdr=0\dfrac {d^{2}w}{dr^{2}}+\dfrac {\nu }{r}\dfrac {dw}{dr}=0 (the constant ν\nu is Poisson's ratio); at the center of the plate the conditions are as before.

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