OptiStruct

Discussion List

• 
  Quasi Static Non linear Analysis

  Answered RAMGANESH 4K views 33 comments 0 points Most recent by Altair Forum User January 2017Community Q&A
• 
  Response Spectrum Analysis

  Answered Subhu_21017 1.5K views 1 comment 0 points Most recent by Rahul Rajan_21763 January 2017Community Q&A
• 
  Inputs for Frequency response analysis using random PSD data

  Answered Altair Forum User 7K views 5 comments 0 points Most recent by Subhu_21017 January 2017Community Q&A
• 
  composite panel

  Answered durukanbdilek 980 views 9 comments 0 points Most recent by durukanbdilek January 2017Community Q&A
• 
  errors during eigen value annalysis

  Answered Altair Forum User 762 views 2 comments 0 points Most recent by Altair Forum User January 2017Community Q&A
• 
  Superelement Model Conversion

  Answered Altair Forum User 3K views 6 comments 0 points Most recent by Altair Forum User January 2017Community Q&A
• 
  eigen value analysis

  Answered Altair Forum User 864 views 1 comment 0 points Most recent by Altair Forum User January 2017Community Q&A
• 
  Regarding TCL programming for updating Material Properties?

  Answered Altair Forum User 932 views 2 comments 0 points Most recent by Altair Forum User January 2017Community Q&A
• 
  Set up S-N fatigue analysis

  Answered Altair Forum User 1.1K views 1 comment 0 points Most recent by GirishM January 2017Community Q&A
• 
  Extract nodal forces from a truss

  Answered Altair Forum User 2.9K views 3 comments 0 points Most recent by Altair Forum User January 2017Community Q&A
• 
  Co-Simulation

  Answered Altair Forum User 1.7K views 13 comments 0 points Most recent by Altair Forum User January 2017Community Q&A
• 
  Error # 1722, Require assigned material of type structural?

  Answered Altair Forum User 1.7K views 6 comments 0 points Most recent by Altair Forum User January 2017Community Q&A
• 
  Yeoh model for hyperelasticity

  Answered Altair Forum User 2.2K views 11 comments 0 points Most recent by Altair Forum User January 2017Community Q&A
• 
  HyperWorks Tutorials

  Answered Altair Forum User 1.7K views 1 comment 0 points Most recent by Altair Forum User January 2017Community Q&A
• 
  Convergence issue with optistruct

  Answered Altair Forum User 2.4K views 8 comments 0 points Most recent by Altair Forum User January 2017Community Q&A
• 
  Optistruct Contact issue

  Answered Altair Forum User 3.3K views 7 comments 0 points Most recent by Altair Forum User January 2017Community Q&A
• 
  Topography optimisation of a single ply in a 2 ply composite laminate

  Answered Altair Forum User 1.4K views 6 comments 0 points Most recent by Altair Forum User January 2017Community Q&A
• 
  Transferring data from Hyperworks to Ansys

  Answered Altair Forum User 2K views 6 comments 0 points Most recent by Altair Forum User January 2017Community Q&A
• 
  Buckling analysis

  Answered narasimhamurthy 1.2K views 1 comment 0 points Most recent by Altair Forum User January 2017Community Q&A
• 
  Conversion of Radioss( block format) to optistruct for optimisation

  Answered Altair Forum User 1.4K views 4 comments 0 points Most recent by Altair Forum User January 2017Community Q&A
• 
  Regarding Shape Optimization?

  Answered Altair Forum User 987 views 5 comments 0 points Most recent by Rahul Rajan_21763 January 2017Community Q&A
• 
  *** ERROR # 4002 *** in OPTISTRUCT

  Answered Altair Forum User 4.7K views 7 comments 0 points Most recent by jiaru72300 January 2017Community Q&A
• 
  Superelement Model

  Answered Altair Forum User 1.2K views 2 comments 0 points Most recent by Rahul Rajan_21763 January 2017Community Q&A
• 
  Pretension

  Answered Altair Forum User 3.7K views 4 comments 0 points Most recent by Altair Forum User January 2017Community Q&A
• 
  Optistruct - Adding RBE2 Elements as non design space

  Answered Altair Forum User 700 views 1 comment 0 points Most recent by Altair Forum User January 2017Community Q&A
• 
  Regarding Optimization problem while altering the dimension?

  Answered Altair Forum User 441 views 1 comment 0 points Most recent by Rahul Rajan_21763 January 2017Community Q&A
• 
  How to rectify the ERROR # 312 In static load case 1   the compliance is negative or large 1.07647e+008.  Optimization/buckling analysis cannot be performed.  due to possible rigid body mode.  INFEASIBLE DESIGN (AT LEAST ONE CONSTRAINT VIOLATED).

  Answered yukesh.aero 4.5K views 5 comments 0 points Most recent by Altair Forum User January 2017Community Q&A
• 
  MAT card for aluminium honeycomb

  Answered Altair Forum User 1.4K views 2 comments 0 points Most recent by Rahul Rajan_21763 January 2017Community Q&A
• 
  Rigid body elements

  Answered Altair Forum User 1.6K views 1 comment 0 points Most recent by Rahul Rajan_21763 January 2017Community Q&A
• 
  Pre-Stressed Modal analysis

  Answered Altair Forum User 2K views 1 comment 0 points Most recent by Altair Forum User January 2017Community Q&A