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Nonlinear FEA at Predictive Engineering​ 2026 Retrospective​

This was the year of the AI boom and although a bit scary at times, it proved to be great assistant to speed our work along. Before I dive into what I mean about being an assistant, let me give you a quick little background on what I define as nonlinear FEA since it is like art, and its beauty is in the eye of the beholder. Most all engineering analysis (95%) is linear (which includes all the vib stuff – normal modes, response spectrum (seismic) and PSD) and that is the way it should be – fast, efficient and good enough - since engineering is about getting the job done, under budget and on schedule. Only with some trepidation, should one consider complicating an analysis with nonlinear effects. That is, to say, it is always easy to make a simulation complicated and always quite difficult to make it simple, which leads to this quote, “elegant simplicity is deceptively difficult to achieve”.

Now, let’s talk about the AI crutch. Threading the needle on how to idealize a structure for linear analysis is well within the realm of today’s AI agents but how to advance that simulation to capture nonlinear effects leads to a quagmire of physics that will run the unsuspecting simulation engineer around in circles. Our experience this year is that AI is a great assistant for creating nonlinear material models from the literature and formatting these models correctly for our analysis engines (aka Simcenter Nastran and LS-DYNA). It is also quite good for reviewing the models and finding logic flaws; however, it does require an experienced simulation engineer to judge what is worthwhile and what is just nit-picking.

Enough blogging, I want to present five nonlinear FEA projects that we did in 2026 that cover an interesting range of engineering structures: 1.) Drop test of skid mounted heat exchanger; 2.) Blast loaded composite wall system reinforced with tensioned cables; 3.) Impact analysis of COPV transportation frame; 4.) ASME Buckling analysis of buried hydrogen storage vessel; and 5.) Transient dynamic nonlinear analysis of vibratory screen. All these simulations benefited from the use of AI and can be credited with cutting down the normal analysis project time by 20 to 50%.

 

Drop Test of Skid-Mounted Heat Exchanger

The FEA model is given an initial velocity and then immediately impacts a rigid surface. The analysis is run using the nonlinear transient dynamic implicit method.

Drop Test (MIL-STD-810) of skid mounted heat exchanger - Predictive Engineering Nonlinear FEA Drop Test Consultants

Transient Dynamic Drop Test of Skid Mounted Heat Exchanger for Arctic Environments - FEA Engineering Consultant Services (frame 1 of 6)
Transient Dynamic Drop Test of Skid Mounted Heat Exchanger for Arctic Environments - FEA Engineering Consultant Services (frame 2 of 6)
Transient Dynamic Drop Test of Skid Mounted Heat Exchanger for Arctic Environments - FEA Engineering Consultant Services (frame 3 of 6)
Transient Dynamic Drop Test of Skid Mounted Heat Exchanger for Arctic Environments - FEA Engineering Consultant Services (frame 4 of 6)
Transient Dynamic Drop Test of Skid Mounted Heat Exchanger for Arctic Environments - FEA Engineering Consultant Services (frame 5 of 6)
Transient Dynamic Drop Test of Skid Mounted Heat Exchanger for Arctic Environments - FEA Engineering Consultant Services (frame 6 of 6)

Predictive Engineering’s nonlinear FEA consultants have direct experience with drop test codes such as; IEC 60068-2-31 (general equipment), MIL-STD-810H (military and rugged equipment), ASTM D5276-19 (shipping containers), 10 CFR 71.73 (radioactive material packages), IEC 62368-1 (electronics) and IEC 60601-1 (medical equipment).

 

Blast Loaded Composite Wall System

The composite material properties for the wall panels were obtained from the manufacturers literature and then verified analytically and then with small FEA models.

FEA Verification of Experimental Composite Coupon Data - Predictive Engineering FEA Services (frame 1 of 2)
FEA Verification of Experimental Composite Coupon Data - Predictive Engineering FEA Services (frame 2 of 2)
Analytical Derivation of the Stress and Flexure of Uniaxial Composite Beam - Predictive Engineering FEA Composite Services
FEA Blast Analysis of Composite Wall Reinforced with Tension Cable System - Predictive Engineering Nonlinear and Blast FEA Consultants (frame 1 of 3)
FEA Blast Analysis of Composite Wall Reinforced with Tension Cable System - Predictive Engineering Nonlinear and Blast FEA Consultants (frame 2 of 3)
FEA Blast Analysis of Composite Wall Reinforced with Tension Cable System - Predictive Engineering Nonlinear and Blast FEA Consultants (frame 3 of 3)

The composite panels were reinforced using a tensioned cable system. As the panels were loaded, the cables prevented the wall from buckling. This model was run as a fully nonlinear transient dynamic implicit analysis. If this topic is of interest, please see: A Roadmap to Linear and Nonlinear Implicit Analysis.

 

Rail Transportation Analysis of Hydrogen COPV

This work was reported in a blog: Predictive Engineering Vibration Analysis Fundamentals

What wasn’t covered was the impact analysis work. As in prior work, everything was done within LS-DYNA as a nonlinear transient, dynamic analysis.

Rail Transportation Analysis: ISO 1496-3, Part 6.6 Dynamic Longitudinal Impact Test. Normal modes analysis to determine fundamental response. Vibration FEA engineering services for the railroad car industry.

FEA Analysis of COPV Rail Transportation Frame (ISO 1496-3 and MIL-STD-810, Method 526 and 49 CFR, Part 179) - Predictive Engineering

Impact at 60 MPH

Impact and Crash Analysis of COPV Rail Transportation Frame - Predictive Engineering FEA Rail Engineering Consulting Services (frame 1 of 4)
Impact and Crash Analysis of COPV Rail Transportation Frame - Predictive Engineering FEA Rail Engineering Consulting Services (frame 2 of 4)
Impact and Crash Analysis of COPV Rail Transportation Frame - Predictive Engineering FEA Rail Engineering Consulting Services (frame 3 of 4)
Impact and Crash Analysis of COPV Rail Transportation Frame - Predictive Engineering FEA Rail Engineering Consulting Services (frame 4 of 4)

At Predictive Engineering, we also offer FEA consulting services with code experience on: ISO 1496-3; MIL-STD-810; Method 526, Rail Impact; 49 CFR Part 179; EN 15227 and IEC 61373:2026 (shock and vibration of equipment on rolling stock).

 

ASME Buckling Analysis of Deep-Earth Buried Hydrogen Storage Vessel

The concept for this project was to bury the vessel 600 ft underground and use the surrounding rock to reinforce the large-diameter vessel. Predictive was responsible to certify the vessel for ASME service from static loading to nonlinear buckling from ground water pressure.

ASME Section VIII, Division 2 Engineering Project to Design and Analysis a Hydrogen Storage Vessel Buried 600 ft Underground - Predictive Engineering FEA ASME Consulting Services
ASME Buckling Analysis of Hydrogen Storage Vessel Due to External Hydrostatic Water Pressure - Predictive Engineering ASME Section VIII, Division 2 Consulting Services (frame 1 of 4)
ASME Buckling Analysis of Hydrogen Storage Vessel Due to External Hydrostatic Water Pressure - Predictive Engineering ASME Section VIII, Division 2 Consulting Services (frame 2 of 4)
ASME Buckling Analysis of Hydrogen Storage Vessel Due to External Hydrostatic Water Pressure - Predictive Engineering ASME Section VIII, Division 2 Consulting Services (frame 3 of 4)
ASME Buckling Analysis of Hydrogen Storage Vessel Due to External Hydrostatic Water Pressure - Predictive Engineering ASME Section VIII, Division 2 Consulting Services (frame 4 of 4)

Predictive Engineering has decades of experience with applying the ASME Section VIII, Division 2, Part 5.4 (eigenvalue perturbation) and Part 5.4 linear and nonlinear buckling. Our work has also extended from submarines to earth-based pressure vessels to space launch hardware.

 

Nonlinear Transient Dynamic Vibration Analysis of Vibratory Screen

FEA Model of Vibratory Screen:

FEA Vibration Simulation of a Three-Deck Vibratory Rock Screen - Predictive Engineering FEA Vibration Services (frame 1 of 2)

Eigenvalue (Normal Modes) Analysis:

FEA Vibration Simulation of a Three-Deck Vibratory Rock Screen - Predictive Engineering FEA Vibration Services (frame 2 of 2)

Nonlinear Transient Dynamic Stress Results:

Nonlinear, Transient Dynamic FEA of Shaker Screen for the Mining and Mineral Processing Industry - Predictive Engineering FEA Vibration Consulting Services (frame 1 of 4)
Nonlinear, Transient Dynamic FEA of Shaker Screen for the Mining and Mineral Processing Industry - Predictive Engineering FEA Vibration Consulting Services (frame 2 of 4)
Nonlinear, Transient Dynamic FEA of Shaker Screen for the Mining and Mineral Processing Industry - Predictive Engineering FEA Vibration Consulting Services (frame 3 of 4)
Nonlinear, Transient Dynamic FEA of Shaker Screen for the Mining and Mineral Processing Industry - Predictive Engineering FEA Vibration Consulting Services (frame 4 of 4)

Predictive has over +20 years of FEA consulting experience with vibratory systems (linear and nonlinear). Our work has been benchmarked in the laboratory and validated in the field across multiple industries from food processing, mining and mineral processing, metrology equipment, precision scientific equipment and of course, aviation and space. Our clients come to us to get the right answer, quickly and on budget and schedule.

 

Predictive Engineering – The Advantage of Getting it Right the First Time

Predictive Engineering Simulation Consulting Services - Portland, Oregon USA With +20 years of validated simulation experience. Experts in FEA and CFD Simulation.

Tags
Nonlinear & Transient Dynamics
VIBRATION ANALYSIS
ASME BPVC
COPV
blast analysis
Drop simulation
FEA Services