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Radioss
Radioss

2025

Index
  1. Home
  2. Theory Manual

    This manual provides detailed information about the theory used in the Altair Radioss Solver.

  3. Large Displacement Finite Element Analysis Theory Manual
  4. Element Library

    Radioss element library contains elements for one, two or three dimensional problems.

  5. Beam Type Spring Elements (TYPE13)
  6. Nonlinear Visco-Elastic Spring
  • Welcome
  • What's New

    View new features for Radioss 2025.

  • Overview

    Radioss® is a leading explicit finite element solver for crash and impact simulation.

  • Tutorials

    Discover Radioss functionality with interactive tutorials.

  • User Guide

    This manual provides details on the features, functionality, and simulation methods available in Altair Radioss.

  • Reference Guide

    This manual provides a detailed list of all the input keywords and options available in Radioss.

  • Example Guide

    This manual presents examples solved using Radioss with regard to common problem types.

  • Verification Problems

    This manual presents solved verification models.

  • Frequently Asked Questions

    This section provides quick responses to typical and frequently asked questions regarding Radioss.

  • Theory Manual

    This manual provides detailed information about the theory used in the Altair Radioss Solver.

    • Large Displacement Finite Element Analysis Theory Manual
      • Introduction

        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.

      • Basic Equations
      • Finite Element Formulation
      • Dynamic Analysis
      • Element Library

        Radioss element library contains elements for one, two or three dimensional problems.

        • Solid Hexahedron Elements
        • Solid Tetrahedron Elements
        • Shell Elements
        • Solid-Shell Elements
        • Truss Elements (TYPE2)
        • Beam Elements (TYPE3)
        • One Degree of Freedom Spring Elements (TYPE4)
        • General Spring Elements (TYPE8)
        • Pulley Type Spring Elements (TYPE12)
        • Beam Type Spring Elements (TYPE13)
          • Time Step
          • Linear Spring
          • Nonlinear Elastic Spring
          • Nonlinear Elasto-Plastic Spring - Isotropic Hardening
          • Nonlinear Elasto-Plastic Spring - Decoupled Hardening
          • Nonlinear Elasto-Plastic Spring - Kinematic Hardening
          • Nonlinear Elasto-Plastic Spring - Nonlinear Unloading
          • Nonlinear Dashpot
          • Nonlinear Visco-Elastic Spring
          • Skew Frame Properties
          • Sign Conventions
          • Tension
          • Shear - XY
          • Shear - XZ
          • Torsion
          • Bending About the Y Axis
          • Bending About the Z Axis
          • Multidirectional Failure Criteria
        • Integrated Beam Elements (TYPE 18)

          Beam type /PROP/TYPE18 uses a shear beam theory or Timoshenko formulation like /PROP/TYPE3, but the section inputs (area, inertia) can be default values and can also be discretized by sub-sections; numerical integrations are used to calculate internal forces.

        • Multistrand Elements (TYPE28)

          Multistrand elements are n-node springs where matter is assumed to slide through the nodes.

        • Spring Type Pretensioners (TYPE32)
      • Kinematic Constraints

        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.

      • Linear Stability

        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.

      • Interfaces

        Interfaces solve the contact and impact conditions between two parts of a model.

      • Material Laws

        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.

      • Monitored Volume

        An airbag is defined as a monitored volume. A monitored volume is defined as having one or more 3 or 4 node shell property sets.

      • Static

        Explicit scheme is generally used for time integration in Radioss, in which velocities and displacements are obtained by direct integration of nodal accelerations.

      • Radioss Parallelization

        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.

    • ALE, CFD and SPH Theory Manual
    • Appendix A: Basic Relations of Elasticity

  • User Subroutines

    This manual describes the interface between Altair Radioss and user subroutines.

View All Altair HyperWorks Help

Nonlinear Visco-Elastic Spring

See Nonlinear Viscoelastic Spring; the explanation is the same as for spring TYPE4.

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