MSC.Dytran - Product Details

MSC.Dytran Product Details

Structural Analysis Solver
Eulerian Material Flow Solver      
MSC.Patran for Dytran      


Product Description

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MSC.Dytran is a general purpose, explicit finite element analysis program for simulating the nonlinear dynamic response of structures and mechanical components. As an added benefit, MSC.Dytran can also be used to effectively simulate more complex nonlinear analysis problems, such as material flow and coupled fluid-structure interaction. The simulation of this latter class of problems is available as an option to the basic MSC.Dytran structural analysis package.

ModelThe technology in MSC.Dytran is based on proven numerical algorithms that have been rigorously tested and verified in many industrial applications. The explicit FEA technology for solving nonlinear structural analysis problems is based primarily on algorithms originally developed at the Lawrence Livermore Laboratory and subsequently enhanced by MSC. This technology has traditionally been used to solve structural analysis problems involving large displacements, nonlinear stress/strain behavior, and contact.

In contrast, the material flow and coupled fluid-structure interaction technology in MSC.Dytran was developed entirely at MSC, and is based on an Eulerian formulation. The foundation for this technology came from MSC's 1990 acquisition of Pisces International and the PISCES software program, originally developed to solve complex fluid-structure interaction problems in the nuclear and defense industries.

Key Features

Structural Analysis Solver

MSC.Dytran employs classic explicit finite element technology to solve dynamic structural analysis problems. The program includes all of the necessary element types and material models to solve a wide variety of practical engineering problems, including problems involving 3-D contact and sliding effects. Typical applications in this category of problems are structural crashworthiness analysis, component drop test simulation, tri-hub burst containment analysis, and sheet metal stamping.

Element Library

  • truss element (CROD)
  • beam elements (CBEAM, CBAR)
    • Belytschko-Schwer formulation
    • Hughes-Liu formulation
    • extensive cross section library
  • seat belt element
  • spot weld element
  • quadrilateral shell elements (CQUAD4)
    • Belytschko-Tsay formulation
    • Hughes-Liu formulation
    • Key-Hoff formulation
    • membrane formulation
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  • triangular shell elements (CTRIA3)
    • C0 formulation
    • membrane formulation
  • solid elements (CHEXA, CPENTA, CTETRA)
  • spring/damper elements (CELAS, CDAMP)
    • linear
    • nonlinear
    • corotational
    • user defined
  • concentrated grid point masses (CONM2)

 

Material Models

  • isotropic linear elastic
  • orthotropic linear elastic
  • viscoelastic
  • von Mises plasticity
  • Johnson and Cook plasticity
  • Krieg anisotropic plasticity
  • soil and crushable foam
  • low density foam
  • rubber
  • layered composites
  • tabular stress/strain input
  • strain rate dependence

 

Failure Models

  • maximum effective plastic strain
  • maximum effective stress
  • spalling (tension failure)
  • user defined failure
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  • layered composites failure
    • Tsai-Hill theory
    • Tsai-Wu theory
    • Modified Tsai-Wu theory
    • Maximum Stress theory
    • Chang-Chang theory
    • Hashin theory

Equations of State

Contact

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Rigid Bodies

Constraints

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Loading

User Defined Subroutines

Occupant Modeling

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System Requirements

Vendor Model Operating System
Compaq (Digital) Alpha Digital UNIX 4.0
  
Hewlett-Packard 9000
(7xx, K-Class)
HP-UX 10.20, 11.00
  
IBM RISC 6000

AIX 4.1.4

  
IntelWindows NT 4.0 (SP3)
  
SGI R4X00/R5000IRIX 6.2
SGI R10000IRIX64 6.4, 6.5
  
Sun SPARC

Solaris 2.5.1

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