Structural Dynamics

Structural Dynamics

  1. All Categories
  2. Structures - Structural Dynamics
  3. Why can’t I get stresses after a response spectrum?

Why can’t I get stresses after a response spectrum?

Tagged: 17.2, mechanical, response spectrum, Structural mechanics/ response spectrum, structural-dynamics, structural-mechanics
    • June 5, 2023 at 7:04 am
      FAQFAQ
      Participant

      Somehow a setting to use “live stress” was set. This setting only applies to static analysis and is used to postprocess a distributed solution without combining the slave results files together. Because live stress is not available for response spectrum your stresses would not plot. A workaround would be to duplicate the modal and response spectrum systems, change them to static systems, turn off live stress and then convert them back to modal and response spectrum.

Featured Articles

Introducing Ansys Electronics Desktop on Ansys Cloud

The Watch & Learn video article provides an overview of cloud computing from Electronics Desktop and details the product licenses and subscriptions to ANSYS Cloud Service that are...

How to Create a Reflector for a Center High-Mounted Stop Lamp (CHMSL)

This video article demonstrates how to create a reflector for a center high-mounted stop lamp. Optical Part design in Ansys SPEOS enables the design and validation of multiple...

Introducing the GEKO Turbulence Model in Ansys Fluent

The GEKO (GEneralized K-Omega) turbulence model offers a flexible, robust, general-purpose approach to RANS turbulence modeling. Introducing 2 videos: Part 1 provides background information on the model and a...

Postprocessing on Ansys EnSight

This video demonstrates exporting data from Fluent in EnSight Case Gold format, and it reviews the basic postprocessing capabilities of EnSight.

© 2024 Copyright ANSYS, Inc. All rights reserved.