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Topic
*RERUN* Improved Structural Lifing Assessment Using BEASY’s Fatigue Crack Growth Modeling Technology
Description
If you, or any of you colleagues that might be interested, were unable to attend our previous Fracture webinar in July 2020, we are running this webinar again to address the high level of interest.
On March 2nd 2021 at 10:00 US (EDT) 15:00 UK (London) BEASY will present a fracture webinar.
There is a need for high fidelity fracture mechanics models based on actual structural geometry and realistic loading scenarios. We will discuss the benefits of advanced 3D computational fracture modeling for fatigue crack growth analysis. We will demonstrate how successful damage tolerant design assessment is closely connected to the determination of accurate stress intensity factor (SIF) solutions and the capture of realistic 3D crack shape evolution.
An agenda for the webinar and key points on what we will discuss include:
• Predicting Stress Intensity Factors
• Real-world fracture mechanics applications
• BEASY’s fracture mechanics modeling tools - SIF Wizard, Crack Growth Wizard, FE Interfaces
• Modeling Methodology
o Required input data & model building
o How does the fatigue crack growth solution process work
o SIF solution data reports & crack growth visualisation
• Case Study
o Model building
o How do multi-axial loading and the Load Spectra influence crack growth behaviour
o Assessment of damage for different loading scenarios
• Q&A
For more information visit: www.beasy.com
Time
Mar 2, 2021 03:00 PM in
London
Webinar is over, you cannot register now. If you have any questions, please contact Webinar host:
Alan Morgan
.
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Hi there, You are invited to a Zoom webinar. When: Mar 2, 2021 03:00 PM London Topic: *RERUN* Improved Structural Lifing Assessment Using BEASY’s Fatigue Crack Growth Modeling Technology Register in advance for this webinar: https://zoom.us/webinar/register/WN_FNGndhxXSfe-i7tlRGWP2A After registering, you will receive a confirmation email containing information about joining the webinar.
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