Midas FEA NX: Simulating Contact, Concrete Cracking, and Tendon Behaviors in Internally Post-Tensioned Members Using Detailed Finite Element Method

Steel Composite , Detailed Analysis , Nonlinear analysis , Redundancy Analysis , Structural Redundancy , boundary nonlinearity , Post-tensioned , boundary conditions , Meshing , Finite Element Analysis , material nonlinearity , cracking , concrete fracture , contact analysis .

A super quick read.

Author: JC Sun

Publish Date: 24 Jun, 2021


This webinar shows different approaches to simulating contact in Midas FEA NX's 3D element models, various contact models, ways to define master surface automatically/manually. It also explains how Midas FEA NX identifies concrete cracks and calculates crack width given the concrete nonlinear behavior.   




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