Jump to content

Search the Community

Showing results for tags 'reverse'.



More search options

  • Search By Tags

    Type tags separated by commas.
  • Search By Author

Content Type


Forums

  • Altair Support Forum
    • Welcome to Altair Support Forum
    • Installation and Licensing
    • Modeling & Visualisation
    • Solvers & Optimization
    • Multi Body Simulation
    • Conceptual design and Industrial design
    • Model-Based Development
    • Manufacturing Simulation
    • CAE Process Automation
  • Academic Partner Alliance Forum
    • APA - Composites
    • APA - CFD & Thermal
    • APA - Vehicle Dynamics
    • APA - Manufacturing
    • APA - Crash and Safety
    • APA - Noise, Vibration and Harshness
    • APA - System Level Design
    • APA - Structural and Fatigue
    • APA - Marine
    • APA - Optical Design
  • Japanユーザーフォーラム
    • ユーザーフォーラムへようこそ
    • Altair製品の意外な活用例
    • インストールとライセンス
    • モデリング(プリプロセッシング)
    • シミュレーション技術(ソルバー)
    • データ可視化(ポストプロセッシング)
    • モデルベース開発
    • コンセプト設計と工業デザイン
    • 製造シミュレーション
    • CAE プロセスの自動化
    • 学生向け無償版
    • エンタープライズソリューション

Categories

There are no results to display.


Find results in...

Find results that contain...


Date Created

  • Start

    End


Last Updated

  • Start

    End


Filter by number of...

Joined

  • Start

    End


Group


AIM


MSN


Website URL


ICQ


Yahoo


Jabber


Skype


Interests


Organization

Found 3 results

  1. Hello, I am seeing an error in a couple of files where the displacement contours are plotted 'backwards' on the model. That is, the displacement contours are plotted at full magnitude on the undeformed model at t=0 Then at t=1, all contours show zero magnitude but the model is in it's deformed state. Von Mises Stress contours appear correctly, with 0 stress at t=0. RADIOSS solver deck. Results from other parts using the same deck are displaying as expected. Thanks
  2. Hi, I'm struggling with a seemingly basic issue in hypermesh. I'd like to know if there's a way to reverse the direction of a cbush element? That is, interchanging node A <-> node B of the cbush. Actually, the same question applies for any king of 1D element ... Thanks in advance!
  3. Hello All, in linear FEM, are the displacements in any generic structure the same value (except for the sign) for nodes where force loads are applied once in positive, and once in negative global directions? For instance, you apply 100N to a node and get 1mm of displacement, will you get (always, for any structure) -1mm of displacement for -100N? I would bet on YES, but i'm not 100% sure ..
×
×
  • Create New...