3. A compression rod of length l is loaded by a sinusoidal force as shown in Figure. The bending line of the bar then approximately satisfies the following differential equation of 4th order: Ely"+Fy"=Q sin y + a²y=K, sin(x) (with a =F/EI, B=/l and K, -Q/EI). Where F is the constant compressive force in the direction of the rod ads and El is the rod's bending stiffness, which is also constant. Since neither deflections nor moments can occur in the two boundary points, the following boundary conditions apply to the bending line y = y(x): (0) (0)=0; y(0) -(1)-0 Determine the solution of this boundary value problem with the assumption that a # B. yt or Rod in(4x) Q(x)-Qosin

Advanced Engineering Mathematics
10th Edition
ISBN:9780470458365
Author:Erwin Kreyszig
Publisher:Erwin Kreyszig
Chapter2: Second-order Linear Odes
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no. 3

1. Determine the general solotion of the following equation
y"-y-y+y=16xe
2. Solve the following boundary value problem
y"+8y'+17y'+10y= 34sinx+12cosx
; (0) =1, y'(0) = -3, y'(0) =8
3. Acompression rod of lengthlis loaded by a sinusoidal force as shown in Figure. The bending
line of the bar then approximately satisfies the following differential equation of 4th order.
EB" + Fy" = 0, sin
or
y* + a*y = K, sin(x)
(with a = F/EI, B = x/l and K, = 0,/EI). Where Fis the constant compressive force in
the direction of the rod axis and El is the rod's bending stiffiness, which is also constant. Since
neither deflections nor moments can occur in the two boundary points, the following
boundary conditions apply to the bending line y = y(x):
y(0) = y() =0 ; y'(0) = y)=0
Determine the solution of this boundary value problem with the assumption that a + B.
Rod
a(x) - 0o sin
Rod
Transcribed Image Text:1. Determine the general solotion of the following equation y"-y-y+y=16xe 2. Solve the following boundary value problem y"+8y'+17y'+10y= 34sinx+12cosx ; (0) =1, y'(0) = -3, y'(0) =8 3. Acompression rod of lengthlis loaded by a sinusoidal force as shown in Figure. The bending line of the bar then approximately satisfies the following differential equation of 4th order. EB" + Fy" = 0, sin or y* + a*y = K, sin(x) (with a = F/EI, B = x/l and K, = 0,/EI). Where Fis the constant compressive force in the direction of the rod axis and El is the rod's bending stiffiness, which is also constant. Since neither deflections nor moments can occur in the two boundary points, the following boundary conditions apply to the bending line y = y(x): y(0) = y() =0 ; y'(0) = y)=0 Determine the solution of this boundary value problem with the assumption that a + B. Rod a(x) - 0o sin Rod
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