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Each DE in Problems 1-14is homogeneous. In Problems 1-10solve the given differential equation by using an appropriate substitution.

-ydx+x+xydy=0

Short Answer

Expert verified

The solution of the given differential equation is4x=ylny+C2.

Step by step solution

01

Step 1:Define substitution method for differentiation.

Often, the first step in solving a differential equation is to use a substitution to change it into another differential equation. Thesubstitutions that can be employed to solve a homogeneous differential equation are suggested by their properties. A homogeneous equation can be reduced to a separable first-order differential equation by substituting y=uxorx=vy , where and are new dependent variables.

02

Substitution of variables by equations using property.

The given differential equation is a homogeneous function. So,x=vy if,then.

Substitute for yand udx+xdufor into the given differential equation.

-ydx+x+xydy=0-yvdy+ydv+vy+vyydy=0-vydy-y2dv+vydy+yvdy=0-y2dv+yvdy=0-ydv+vdy=0

03

Separate the variables and integrate the function.

Separate the variables and simplify it.

1vdv=1ydy

Integrate on both sides.

1vdv=1ydy2v=lny+C

Substitute yxfor into the above equation.

2xy=lny+C4xy=lny+C24x=ylny+C2

Thus, the solution of the given differential equation is 4x=ylny+C2

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Most popular questions from this chapter

In Problems, 1–4 reproduces the given computer-generated direction field. Then sketch, by hand, an approximate solution curve that passes through each of the indicated points. Use different colored pencils for each solution curve.

dydx=x2-y2a)y-2=1b)y3=0c)y0=2d)y0=0

FIGURE 2.1.12 Direction field for Problem 1

(a) Use a CAS to graph the solution curve of the initial-valueproblem in Problem Si(x)=0xsinttdton the interval 0,

(b) Use a CAS to find the value of the absolute maximum of the solution y(x)on the interval.

Question: Suspension Bridge In (16) of Sectionwe saw that a mathematical model for the shape of a flexible cable strung between two vertical supports isdydx=WT1

wheredenotes the portion of the total vertical load between the pointsandshown in Figure 1.3.7. The DE (10) is separable under the following conditions that describe a suspension bridge. Let us assume that the- andaxes are as shown in Figure-that is, the-axis runs along the horizontal roadbed, and the-axis passes through, which is the lowest point on one cable over the span of the bridge, coinciding with the interval [-L/2,L/2]. In the case of a suspension bridge, the usual assumption is that the vertical load in (10) is only a uniform roadbed distributed along the horizontal axis. In other words, it is assumed that the weight of all cables is negligible in comparison to the weight of the roadbed and that the weight per unit length of the roadbed (say, pounds per horizontal foot) is a constant. Use this information to set up and solve an appropriate initial-value problem from which the shape (a curve with equation)y=ϕ(x)of each of the two cables in a suspension bridge is determined. Express your solution of the IVP in terms of the sagand span. See Figure 2.2.5.

In Problems, 21–28 find the critical points and phase portrait of the given autonomous first-order differential equation. Classify each critical point as asymptotically stable, unstable, or semi-stable. By hand, sketch typical solution curves in the regions in theplane determined by the graphs of the equilibrium solutions.

Solve the given initial-value problem and give

the largest interval I on which the solution is defined.

dydt+2(t+1)y2=0,y(0)=-18

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