The twisting of a beam with rectangular cross-section is described by the inhomogeneous partial differential equation...
1. Consider the following inhomogeneous wave equation on (0,7) : utt - 4uxx = (1 - x) cost Uz(0,t) = cost-1, uz(7,t) = cost u(3,0) = 2(7,0) = cos 3x (a) Convert the PDE to an equation with homogeneous boundary conditions by making an appropriate substitution u(x, t) = u(x, t) - p(x, t), implying u(,t) = v(x, t) + p(2,t) for an appropriate function p(x, t). (b) Finish solving the PDE using the Method of Eigenfunction expansion.
A system is described by the inhomogeneous partial differential equation Sxx + 27,+/- = 41e-x/2sin( 3x) with boundary conditions f(t,0) =0, f (1,8) = 0 and f(0,x) =0, where subscripts represent partial derivatives. Using Duhamel's Principle, the auxiliary solution is w(1,x;s) = 2.se – 37518 37 1/8 = x/2sin( 3x). What is the solution (1,8) ? OA) 16 2 = x/2( 1– e – 37418) + sin( 3x) 37 B) 32 -e-x/24 – 8+8 e37418 – 37t) sin( 3x) 1369...
Using the Laplace transform, solve the partial differential equation. Please with steps, thanks :) Problem 13: Solving a PDE with the Laplace Transform Using the Laplace transform, solve the equation 山 given the initial and boundary conditions a(x, 0)=1 ifx> 0, u(0, t) -1 if t 2 0. Problem 13: Solving a PDE with the Laplace Transform Using the Laplace transform, solve the equation 山 given the initial and boundary conditions a(x, 0)=1 ifx> 0, u(0, t) -1 if t...
4. Consider the boundary value problem defined by the partial differential equation д?и д?и = 0, ду? y > 0, да? with boundary conditions u(0, y) = u(T,y) = 0, u(x, 0) = 1 and limy-v00 |u(x, y)|< 0o. (a) Use separation of variables to find the eigenvalues and general series solution in terms of the normal modes. (b) Impose the inhomogeneous boundary condition u(x,0) = 1 to find the constants in the general series solution and hence the solution...
4. (5 marks) Consider the partial differential equation (1) for 1 € (0,2) and t > 0, with boundary conditions u(0, 1) = 0 ur(2, 1) = 0. Which of the following are solutions to the PDE and boundary conditions? In each case explain your answer. Note that initial conditions are not given. (Hint: it is not necessary to solve the problem above. (a) -3)*** e ular, 1) = Žen sin [(---) --] ~[(---) ;-)e-(1-1) e+(1-3)*(/2°1 u(3,t) - Cu COS...
QUESTION 22.1 Assume you have a 2D concrete slab that has dimensions of 1 x 1. The boundaries x=0 and y=0 both have a temperature of 00C, while the boundaries x=1 and y=1 both have a temperature of 150x and 120y respectively. (i) Plot/draw the computational domain taking step sizes in both the x-direction and the y-direction to be 0.1 units. Show all the boundary conditions. (10)(ii) How many computational nodes are in this problem? (5)2.2 Assuming the problem is a steady state heat...
Problem 3. Show that the solution of the partial differential equation (Laplace equation), Wxx(x, y) + Wyy(x, y) = 0, with the four boundary conditions: w(x,0) = 0, w(x, 1) = 0, w(0, y) = 0 and w(1, y) = 24 sin ny, can be obtained as w(x, y) = 2 sinh nx · sin ny. [Suggested Solution Steps for Problem 3] (1) Apply the method of separation of variables as w(x,y) = X(x) · Y(y); (2) substitute into the...
This is a question about Partial differential equation - Heat equation. Please help solving part (a) and show clear explanations. Thanks! =K х 7. The temperature T(2,t) in an insulated rod of length L and diffusivity k is given by the heat equation ОТ 22T 0 < x < L. at Əx2' Initially this rod is at constant temperature To, and immediately after t=0 the temperature at x = L is suddenly increased to T1. The temperature at x =...
Problem 3: Ordinary Differential Equations A straight fin of uniform rectangular cross section (0.5 mm x 100 mm) with a length (L) of 5 cm is attached to a base surface of temperature 110°C (T). The surface of the fin is exposed to a cooling fluid at 20°C (T) with a convection heat transfer coefficient (h) of 15 W/(m²K). The conductivity (k) of the fin material is 400 W/(m.K). (a) Plot the temperature profile along the length of the fin,...
A rectangular beam is subjected to the loadings shown in Figure Q.16(a) has cross section of 100 mm x 300 mm as shown in Figure Q.16(b). An axial load of 5 kN is applied along the centroid of the cross-section at one end of the beam. Compute the normal stress and shear stress at point P through the cut-section of P in the beam. [15 marks] у 10 kN/m P Ž 5 KN --- 00 P k 3 m -...