1D Linear Differential Equations With Time  FEM Approach
1D  Initial – boundary value problem
Initial  boundary value problem to solve
where external force
for x in [0, L] and initial condition is imposed by the function phi(0, x) with the boundary conditions: phi(t, 0) = phi(t, L) = 0 for each t.
The analytical solution can be represented as an infinity sum:
together with

where


Let's consider two basic examples:

First Order Differential Equation in Time.
m = 0, c = 1, k = 1 then the solution reads:
a_{n} constants must be determinated from the initial condition. The analytical solution can be approximated by the example1.m program: function [initial, result] = exact_time_example1(N, Q, T, x, varargin)
input arguments:
 N  the upper limit in the main sum
 Q  force as anonymous function
 T  time at which the solution is obtained
 x  grid; to make it use npoints.m
 varargin  optional input arguments to define other (then t and x) arguments in Q(t, x , ...) function
output arguments:
 initial  the first initial condition i. e. phi(0, x) that is used to compute the result
 result  an approximation of the analytical solution obtained at each point of xgrid and at time T
The outputs can be used in belowdescribed programs to compare exact solution vs. numerical ones.

Second Order Differential Equation in Time.
m = 1, c = 0, k = 1 and imposing the second initial condition i. e. dphi(t, x)/dt at t = 0 the solution reads:
a_{n} and b_{n} constants must be determinated from the initial conditions. To compute the analytical solution one can use example2.m program: function [initial, initial2, result] = exact_time_example2(N, Q, T, x, varargin)
input arguments are the same as above
output arguments has one more variable named initial2 that is the second initial condition i. e. dphi(t, x)/dt at t = 0.
A questions to answer: What is the main difference between both functions being exact solutions? Apart from the obvious one i. e. they are solutions to differential equations of different order in time. The answer allows to choose a proper grid and other parameters necessary to compute the FEM solution.
Finite Element Method  Weighted Residual Approach
A numerical solution can be obtained with help of
fem1D_time_weighted.m program (written in Octave (Matlab)).
fem1D_time_weighted.m  program consists of the function fem1D_time_weighted(L, h1, NL, NI, NR, phiLF, phiRF, q, phiInitial, phiPrimInitial, W, dt, T, tplot, varargin) where input arguments are:
 L  domain length
 h1  length of edge compartments
 NL  number of edge compartments at the left side
 NI  number of internal compartments
 NR  number of the edge compartments at the right side
 phiLF  anonymous function describing left boundary, could be constant e.g. @(t) (0*t)
 phiRF  anonymous function describing right boundary (as above)
 q  force as anonymous function: @(t, x, L)(2*x/L + 1)
 phiInitial  the first initial condition i. e. value of phi(t, x) function at t = 0
 phiPrimInitial  the second initial condition i. e. value of dphi(t, x)/dt at t = 0
 W  weighting function W(t) as anonymous function e.g. linear: @(t) t
 dt  time step
 T  the upper time limit
 tplot  a time number for which the plot is drawn
 varargin{1}  analytical solution as vector computed at the same grid points for the tplot moment in time (program to make grid npoints.m)
 varargin{2}  k coefficient
 varargin{3}  c coefficient
 varargin{4}  m coefficient
Finite Element Method  Taylor Collocation Method
Alternatively, a numerical solution can be obtained with help of
fem1D_time_Taylor.m program (written in Octave (Matlab)).
fem1D_time_Taylor.m  program consists of the function fem1D_time_Taylor(L, h1, NL, NI, NR, phiLF, phiRF, q, phiInitial, phiPrimInitial, beta, dt, T, tplot, varargin) where input arguments are:
 L  domain length
 h1  length of edge compartments
 NL  number of edge compartments at the left side
 NI  number of internal compartments
 NR  number of the edge compartments at the right side
 phiLF  anonymous function describing left boundary, could be constant e.g. @(t) (0*t)
 phiRF  anonymous function describing right boundary (as above)
 q  force as anonymous function: @(t, x, L)(2*x/L + 1)
 phiInitial  the first initial condition i. e. value of phi(t, x) function at t = 0
 phiPrimInitial  the second initial condition i. e. value of dphi(t, x)/dt at t = 0
 beta  plength vector consists of a set of beta parameters (each of them belongs to [0, 1]) used in time expansion; p  is a order of differential equation in time
 dt  time step
 T  the upper time limit
 tplot  a time number for which the plot is drawn
 varargin{1}  analytical solution as vector computed at the same grid points for the tplot moment in time (program to make grid npoints.m)
 varargin{2}  k coefficient
 varargin{3}  c coefficient
 varargin{4}  m coefficient
Last update: February 26, 2018
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