Nonlinear finite element analyses confront users with many choices. An understanding of the fundamental concepts of
nonlinear finite element analysis is necessary if you do not want to use the finite element program as a black box.
The purpose of this manual is to describe the numerical methods included in Radioss.
Kinematic constraints are boundary conditions that are placed on nodal velocities. They are mutually exclusive for each degree
of freedom (DOF), and there can only be one constraint per DOF.
The stability of solution concerns the evolution of a process subjected to small perturbations. A process is considered
to be stable if small perturbations of initial data result in small changes in the solution. The theory of stability
can be applied to a variety of computational problems.
A large variety of materials is used in the structural components and must be modeled in stress analysis problems.
For any kind of these materials a range of constitutive laws is available to describe by a mathematical approach the
behavior of the material.
The model is a continuum, plasticity-based, damage model for concrete. It assumes that the main two failure mechanisms
are tensile cracking and compressive crushing of the concrete material.
Explicit scheme is generally used for time integration in Radioss, in which velocities and displacements are obtained by direct integration of nodal accelerations.
The performance criterion in the computation was always an essential point in the architectural conception of Radioss. At first, the program has been largely optimized for the vectored super-calculators like CRAY. Then, a first parallel
version SMP made possible the exploration of shared memory on processors.
A large variety of materials is used in the structural components and must be modeled in stress analysis problems.
For any kind of these materials a range of constitutive laws is available to describe by a mathematical approach the
behavior of the material.
In Brittle Damage: Johnson-Cook Plasticity Model (LAW27), a
damage model for brittle materials is presented. It is used in Radioss LAW27 valid for shell meshes. The damage is generated when the
shell works in traction only. A generalized damage model for ductile materials is
incorporated in Radioss LAW22 and LAW23. The damage is not only
generated in traction but also in compression and shear. It is valid for solids and shells.
The elastic-plastic behavior is formulated by Johnson-Cook model. The damage is introduced
by the use of damage parameter, . The damage appears in the material when the strain is larger than a
maximum value, :
If LAW 22 is identical to LAW2.
If and
This implies an isotropic damage with the same effects in tension and compression. The
inputs of the model are the starting damage strain and the slope of the softening curve as shown in Figure 1.
For brick elements the damage law can be only applied to the deviatoric part of stress
tensor and . This is the case of LAW22 in Radioss. However, if the application of damage law to stress tensor is expected, Radioss LAW23 may be
used.
The strain rate definition and filtering for these laws are explained in Johnson-Cook Plasticity Model (LAW2). The
strain rate may or may not affect the maximum stress value
according to the user's choice, as shown in Figure 2.