Finite element analysis & structural validation

Structural & StressAnalysis Services

Static and nonlinear structural analysis for machinery, equipment frames, weldments, bolted assemblies and load bearing components. Fabrixon builds the model around realistic loads, restraints and interfaces, then interprets the results against a defined engineering decision.

Loads & restraintsStress & deformationStability & contactReports & design actions
50+ Years
Combined Experience

Mechanical design, structural behaviour, FEA, validation and technical reporting

60+
Projects Delivered

Structural analysis programmes acrossmachinery, frames, weldments, joints andload bearing components

6
Core Analysis Capabilities

Static, frames, joints, buckling, nonlinear response and controlled design comparison

4
Analysis Stages

From engineering question and load basis through interpreted evidence and controlled handover

Structural analysis capabilities

Structural behaviourwe analyse

From a single load bearing component to a fabricated machine frame or nonlinear assembly, the model is built around the real load path, interfaces, material behaviour and the decision the analysis must support.

Defensible structural validation

One analysis basis from loaddefinition to design action

Loads, restraints, materials, contacts and acceptance criteria stayconnected as model fidelity increases. Mesh refinement, sensitivity checksand engineering interpretation are applied where they can changethe conclusion, not simply to create a more detailed contour plot.

QuestionLoad basisModelSensitivityInterpretationDesign action
01

Static Stress & Deformation

Linear static assessment of components and assemblies for stress, displacement, stiffness, reactions and safety margin under defined operating, handling or test loads.

02

Weldments & Fabricated Frames

Structural assessment of machinery frames, chassis, supports and fabricated assemblies, including global load path, local plate behaviour, reactions and critical joints.

03

Bolted Joints & Contact

Fastener forces, preload assumptions, separation, slip, bearing and contact pressure where joint and interface behaviour governs the assembly response.

04

Buckling & Stability

Eigenvalue screening and, where justified, nonlinear stability assessment for compression loaded members, plates, panels and shells.

05

Nonlinear Static Analysis

Large deflection, changing contact or material plasticity where linear assumptions no longer represent the governing structural behaviour.

06

Design Comparison & Improvement

Controlled comparison of geometry, thickness, material, stiffeners and joint arrangements using the same load basis so design changes can be judged consistently.

Common validation risks

Where structural decisions get stuck

Structural FEA creates value when it resolves a real design, release or failure question. These are the situations where a defensible model and clear engineering interpretation matter most.

01

Loads and restraints are not defensible

Forces may be inherited, estimated or applied without a traceable connection to equipment duty, supports, interfaces and credible operating cases.

02

The FEA plot looks convincing, but the model basis does not

Constraints, contacts, mesh density or local singularities can dominate the result without representing the physical structure.

03

Prototype behaviour disagrees with the prediction

Cracking, distortion or excessive movement can expose a missed load path, stiffness issue, interface condition, joint response or instability mode.

04

A reviewer needs evidence, not screenshots

Technical and compliance reviews need a traceable question, assumptions, model basis, sensitivity, interpretation, limitations and design action.

Engineering approach

How we build adefensible analysis

The solver is only one part of the work. The analysis method is selected around the structural decision, with model detail increased only where it can materially change the conclusion.

Structural FEA report pages displayed on a desktop monitor with model setup and result contours
01

Frame the engineering question

Define the concern, operating and exceptional cases, acceptance criteria, required evidence and the decision the analysis must support.

02

Establish the model and load basis

Review geometry, material data, supports, contacts, fasteners, load origin, simplifications and any inputs that still require confirmation.

03

Build a proportionate model

Choose element type, idealisation, joint representation and linear or nonlinear treatment to match the governing behaviour without unnecessary complexity.

04

Check sensitivity and governing behaviour

Review mesh stability, reactions, load path, local peaks, deformation, contact and assumptions that can change the engineering conclusion.

05

Interpret and issue the design action

Connect the results to the acceptance basis, explain limitations and provide the recommended change, comparison or release decision under controlled revision.

Selected structural work

Analysis appliedto real designdecisions

Representative projects showing structural validation, FEA led redesign and load path assessment across trailers, heavy equipment and instrumented mechanical products.

Large gantry machine tool with labelled spindle, cross rail, columns, table and drive components
Structural & Stress Analysis

Gantry Machine FEA Validation and Structural Optimization

Case study showing how structural FEA, physical stiffness testing and optimization were combined to identify flexible machine regions and guide a lighter, better supported redesign.

View case study
Structural & Stress Analysis

Spoon Hitch Structural Redesign

Geometry iteration and repeat static FEA reduced the reported peak stress by 48% within fixed hitch interfaces.

View case study
CAD model of the supplied gooseneck trailer chassis.
Structural & Stress Analysis

Gooseneck Trailer Chassis Static FEA

Static FEA of an OEM supplied gooseneck chassis with documented load assumptions, mesh refinement and design release evidence.

View case study

Analysis reporting

Reports that withstand technical scrutiny

A contour plot is not a technical conclusion. The review must let another engineer trace the question, model basis, sensitivity, interpretation and recommended action and understand what the analysis does and does not establish.

Analysis basis

Loads, restraints and assumptions

Geometry idealisation, material data, load origin, constraints, contacts, acceptance criteria and open assumptions are recorded rather than left implicit.

Result credibility

Mesh, sensitivity and physical interpretation

Critical values are interpreted against the surrounding field, mesh sensitivity, load path and model limitations so a numerical peak is not mistaken for a physical failure.

Review route

Conclusions without overstating certification

The report can support client and compliance review, but it does not by itself certify the product. Review authority, specialist code checks and remaining validation responsibilities stay explicit.

Typical deliverables

A controlled structural analysis package

The package is defined around the structural question, agreed load cases, model fidelity, acceptance basis and next design action so assumptions, solver evidence, conclusions and revisions remain connected.

Analysis basis · solver model · results · recommendations · controlled report

01 · REPORT

Controlled Analysis Report

Revision controlled record of the engineering question, model basis, results, limitations, conclusions and recommended actions.

02 · BASIS

Load, Constraint & Assumption Register

Operating and exceptional loads, support conditions, combinations, source information, acceptance criteria and open inputs requiring confirmation.

03 · MODEL

Geometry, Material, Contact & Mesh Record

Model idealisation, material properties, joint and contact treatment, element selection, local refinement and sensitivity evidence relevant to the conclusion.

04 · RESULTS

Stress, Deformation & Stability Evidence

Critical plots, values, locations, reactions, contact or buckling behaviour and the engineering interpretation that governs the decision.

05 · DECISION

Design Comparison & Recommended Actions

Variant comparison, recommended geometry or joint changes, remaining risks and the evidence supporting the selected direction.

06 · FILES

Native Model & Review Material

Agreed solver files, result extracts, animations, review images and controlled issue records where included in the work package.

Analysis workflow

How a structuralanalysis runs

A four stage workflow keeps the engineering question, model basis, sensitivity and next design action visible without turning the analysis into a black box solver exercise.

01

Frame the decision

Confirm the concern, operating cases, acceptance criteria, required evidence and the decision the analysis must support.

02

Set the model & load basis

Review geometry, materials, interfaces, supports, contacts, load origin, simplifications and missing inputs before solving.

03

Solve & check sensitivity

Apply the appropriate linear, contact, buckling or nonlinear method, then review mesh stability, reactions, local peaks and governing behaviour.

04

Report the design action

Issue controlled evidence, limitations, design comparison and the recommended change or review decision within the agreed responsibility route.

Buyer questions

Structural analysis FAQ

Direct answers to the technical and commercial questions that usually determine whether a structural FEA scope can be defined correctly.

What is included in structural and stress analysis?

The scope can include linear static stress and deformation analysis, safety margin assessment, weldment and frame analysis, bolted connection and contact assessment, buckling screening, nonlinear static analysis and comparison of design alternatives. The work package records the geometry basis, materials, loads, constraints, mesh strategy, assumptions, results, limitations and recommended design actions.

What information is needed to start a structural FEA?

Useful starting information includes a 3D model or drawings, material grades, operating and exceptional loads, mounting and support conditions, contact or fastener details, relevant standards, target safety factors or allowable limits and the design decision the analysis must support. Fabrixon identifies missing inputs during the initial model review.

How are loads and boundary conditions defined?

Loads and constraints are derived from the real equipment duty, load path, supports, interfaces and operating sequence. The model records where each load originates, how it is distributed, which degrees of freedom are restrained and which simplifications have been made. Where the load basis is uncertain, sensitivity cases can be used to show how the conclusion changes.

How do you check mesh convergence and whether peak stress is meaningful?

Mesh refinement is concentrated where geometry, contact or load transfer makes the result sensitive. Fabrixon reviews element quality, result stability and the behaviour of stress through the surrounding region. A local peak caused by a sharp corner, point load or idealised restraint is not treated as a physical failure without engineering interpretation.

Can Fabrixon analyse weldments, bolted joints and contact?

Yes. Welded frames, fabricated assemblies, bolted connections and contact interfaces can be included where the available geometry and input data support the required model. The analysis may consider global frame behaviour, local plate stress, support reactions, bolt forces, preload assumptions, separation, slip, bearing and contact pressure. Detailed weld or fastener code checks are defined separately where required.

Can structural FEA support compliance or certification?

FEA can provide documented engineering evidence for design reviews, client requirements and defined compliance submissions, but an analysis report does not by itself certify a product. The applicable code basis, acceptance criteria, design responsibility and review authority must be agreed before work begins. Pressure equipment and other specialist code scopes are considered only when the required code route and suitably qualified review are clearly defined.

How much does structural analysis cost and how long does it take?

Cost and duration depend on model quality, number of load cases, contact and joint complexity, material behaviour, mesh sensitivity, nonlinear requirements, acceptance criteria, redesign cycles and reporting depth. A defined component with clear inputs may be assessed quickly, while a large assembly or nonlinear model requires a staged programme. Scope, assumptions, programme and commercial basis are confirmed before analysis begins.

Start with the engineering question

Resolve the Structural Risk Before the Design Moves Forward

Share the model, load information, material data, support conditions and the concern that must be resolved. Fabrixon will review the starting point and define the analysis route, missing inputs and evidence needed for a defensible conclusion.

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