
Engineering | Finite Element Analysis | Stress
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Stepping Schemes: Time Integration
Many time stepping algorithms have been developed, each having their advantage over
others under certain circumstances. However, three main types of solution dominate,
backward difference (Implicit), central difference (Crank-Nicolson) & forward difference
(Explicit). The explicit & implicit techniques are often referred to as Euler's rule
& the backwards Euler's rule respectively.
Explicit schemes, which are conditionally
stable (stability of solution not guaranteed), find the response at the end of the
time step in terms of the conditions at the start of the time step. In other words,
the calculation of the solution at time (t+dt) is obtained by considering the situation
at time t. The advantage of this approach is that the underlying system of equations
that comprise the model (stiffness matrix, capacitance matrix, flexibility matrix)
does not have to be solved at each time step. Furthermore, the material & time matrices
can be diagonalised to become uncoupled, and so the solution can be calculated explicitly.
Very fast calculations of individual time steps can be achieved as no matrix factorisation
is required. However, the technique is much less stable than the implicit method,
so very small time steps must be used to ensure an appropriate solution.
Implicit
schemes, which are unconditionally stable, find the response at the end of the time
step in terms of the conditions at the end of the time step. In other words, the
calculation of the solution at time (t+dt) is found by considering the response at
time (t+dt). An important point to note is that the solution at each time step involves
matrix factorisation (evaluating the system of equations that comprise the model),
which is a computationally intensive process. Despite this disadvantage, implicit
schemes are often used, as the solution is inherently reliable & robust. Implicit
analyses allow much larger time steps than the others, and so the solution can be
obtained with fewer calculation increments. As implicit schemes are always stable,
the time step length is governed by considerations of accuracy alone.
The Crank-Nicolson
approach evaluates the next step of the solution by using the prediction at the centre
of the time step. As with the backward difference scheme, this is an implicit solution
which is conditionally stable (results in an oscillatory solution if the critical
time step for stability is exceeded). The central difference method is more accurate
than both the purely implicit or explicit techniques since neither favours the response
at the start or end of the time step.

Dynamic Impulse - time integration
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