How to Solve a Differential Equation with Laplace Transform?

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To solve the differential equation y'' + 4y = x for 0 <= x < π and y'' + 4y = πe^-x for π <= x, apply the Laplace transform to each segment separately. The initial conditions are y(0) = 0 and y'(0) = 1. The equation can be expressed using the Heaviside step function to account for the piecewise nature of the problem. While some suggest using Laplace transforms, others argue that traditional methods like finding the general solution and a particular solution may be simpler. Understanding the application of the Heaviside function is crucial for transforming the equation correctly.
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I have a differential equation that has to be solved with Laplace. I wish someone can provide a full answer

y'' + 4y = x , 0<=x<π
y'' + 4y = πe^-x , π<=x

Initial Conditions:
y(0)=0 y'(0)=1
 
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Sorry we do not do that here.

Start by applying Laplace tranforms to each of the equations.
 
Loadme said:
I have a differential equation that has to be solved with Laplace. I wish someone can provide a full answer

y'' + 4y = x , 0<=x<π
y'' + 4y = πe^-x , π<=x

Initial Conditions:
y(0)=0 y'(0)=1
No "full answer" but:
1) Solve y"+ 4y= x, 0<= x< \pi
with initial conditions y(0)= 0, y'(0)= 1.

Evaluate the function, y_1(x), satifying those conditions and its derivative at x= \pi and solve
2) y&#039;&#039;+ 4y=\pi e^{-x}
with initial conditions y(\pi)= y_1(\pi), y&#039;(\pi)= y_1&#039;(\pi).
 
Where I am stuck is how to transform the right part as to write it for the proper laplace transform
How I would do it(and correct me where I am wrong)
y'' + 4y = x[u(x-0)-u(x-π)] + πe^(-x)*u(x-π)

How do you apply the Heavyside? Can you explain me your technique?
 
Why would you want to use a Heaviside step function? Please advise.

You need to transform the equation. What have you got so far?
 
I can see no good reason to use "Laplace transform". The problem is close to trivial with regular methods (find the general solution to the associated homogeneous equation and add a particular solution found by "undetermined coefficients".
 

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