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ABAQUS Advanced use

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ASSEMBLY Creation of instances and assembly. PROPERTY Define Material, ... Displacements and point loads are positive in the direction of the positive axes. ... – PowerPoint PPT presentation

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Title: ABAQUS Advanced use


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ABAQUS Advanced use
  • Element and Node Sets
  • Shear Locking in solid elements
  • Reduced Integration and Zero Energy Modes
  • Sign Convention
  • Integration Schemes
  • Shell Elements pitfalls to avoid
  • Beam Elements
  • General Suggestions

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ABAQUS CAE - Modules
  • PART Create part using
    Sketcher
  • SKETCH sketcher
  • ASSEMBLY Creation of instances and
    assembly.
  • PROPERTY Define Material, SECTION
    Properties and
  • ASSIGNS it.

  • STEP Analysis Steps
  • INTERACTION Interaction Properties,
    Constraints.
  • Contact between
    2 surfaces,
  • LOAD Loads, Boundary Conditions
    and Fields.
  • MESH Choice of element
  • JOB Creates Job, associates
    job with a MODEL
  • VISUALIZATION Post processing

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Sign Convention
  • Displacements and point loads are positive in the
    direction of the positive axes.
  • Normal Stresses Tensile stress is ve.
  • Shear stress anticlockwise about element centre
    is ve.
  • Direct strains Tensile stress is ve
  • Soils consolidation s s u

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Stress Discontinuities
  • Stresses are calculated accurately at Gauss
    (Integration) points.
  • Displacements are continuous across element
    boundaries.
  • Stresses jump across element boundaries.

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Shell Element - Normal
  • The direction of the ve normal is defined by the
    nodal sequence and the Right hand rule.
  • The section points are numbered in the direction
    of the ve normal. The section points identify
    the sections.

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Parts and Instances
  • Parts are the master components. These are
  • not directly assembled.
  • Instances are the copies of parts which make up
    the assembly.
  • In the plate example the plate is the only part
    and is named Part-1
  • Instance is a copy of the Part. It is the
    instances which form the assembly. If there is
    only a single part then the assembly consists of
    just the instance of the single part.

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What is the need for Instances?
  • One might ask why there is a need for
    instances? Why not just have part (or parts)
  • Which are assembled into the assembly?
  • Instance in addition to containing all the
    information of the Part has information about its
    positioning in the assembly (using a translation
    and rotation vector).
  • If the assembly contains multiple copies of
  • a component (Part) then this is
    facilitated
  • by having multiple instances of the part.

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Example of Instance
  • Part, nameL-Plate
  • Node
  • 1, 15., 0., 30.
  • 2, 15., 0., 0.
  • Element, typeC3D8R
  • 1, 577, 404, 461, 576, 2417,
    2244, 2301, 2416
  • .
  • End part
  • ..
  • ASSEMBLY
  • Assembly, nameAssembly
  • Instance, nameL-Plate-1, partL-Plate
  • End Instance

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Example of Instance
  • Part, nameL-Plate
  • Node
  • 1, 15., 0., 30.
  • 2, 15., 0., 0.
  • Element, typeC3D8R
  • 1, 577, 404, 461, 576, 2417,
    2244, 2301, 2416
  • .
  • End part
  • ..
  • ASSEMBLY
  • Assembly, nameAssembly
  • Instance, nameL-Plate-1, partL-Plate
  • End Instance

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Parts and Instances
  • By default instances are dependent entities.
    Instances then inherit all the properties from
    the part (Example mesh
  • section and material properties).
  • However it is possible to make the instance
  • independent when the instance is created.
    Then the instance can be meshed separately and
    assigned properties independent of the
  • part. (Example two parts have minor
    differences).
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