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In Problems 37 and 38 solve the given initial-value problem by finding, as in Example 4, an appropriate integrating factor.

37.xdx+(x2y+4y)dy=0,y(4)=0

Short Answer

Expert verified

The resulting equation is ey2x2+4=20.

Step by step solution

01

Determine whether the given equation is exact or not

The given equation is xdx+x2y+4ydy=0.

Identify M and N.

M=xN=x2y+4y

Find Myand Nx.

My=0Nx=2xy

Note that so this is not yet an exact differential equation.

Find Nx-MyMand Ny-MxM.

My-NxM=0-2xyx2y+4y=-2xx2+4Nx-MyM=2xy-0x=2xyx=2y

02

Find the integration factor

Now, find the integrating factor as follow:

μ(y)=eNx-MyMdy=e2ydy=ey2

Multiply M and N by the integration factor

μyM+μyN=0xey2dx+x2yey2+4yey2dy=0

Identify M and N again and take the partial derivatives.

M=xey2N=x2yey2+4yey2

The partial derivatives equal one another so this is now an exact differential equation.

My=2xyey2Nx=2xyey2

Here we take the integral of M to get our function. Note the integral can also be taken of N in which case you would integrate with respect to y.

f(x,y)=xey2dx=12x2ey2+g(y)fy=x2yey2+g'(y)

Where g'(y)=4yey2.

Take the integral of g'(y)to g(y)get Integrate with u substitution.

g(y)=4yey2dyLetu=y2du=2ydy2du=4ydy

Then, we have,

g(y)=2eudu=2eu=2ey2

Then, the solution becomes 12x2ey2+2ey2=C.

Now, find the value if constant by using the given initial condition y4=0.

12(4)2e02+2e02=C12(16)(1)+2(1)=C8+2=C10=C

Plug C back into the equation. Note that these three equations are equivalent.

12x2ey2+2ey2=10x2ey2+4ey2=20ey2x2+4=20

Hence, the final required solution isey2x2+4=20.

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Most popular questions from this chapter

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

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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.

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