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Engineering analysis / 2026

Prosthetic Limb
Analysis.

Shaping a blade.
Understanding its response.

I used finite element analysis to explore how geometry and material change a running blade’s stress, flexibility and vibration behaviour.

Design study / 02Iterated geometry
Actual CAD image of the iterated running blade, showing the smoother curved body and raised front tip
Technical drawing of the final blade, with overall height 353.45 mm and a raised tipGeometry from the report
353.5 mm overall heightR90 main transitionR16.3 front tip
Final CFRP / First mode147 Hz
Final CFRP / Peak stress63.4 MPa
Final CFRP / Tip displacement3.24 mm
Study scope2 × 2 × 3materials · geometries · meshes

01 / Defining the model

A spring-like structure.
Several competing demands.

A running blade needs flexibility for elastic energy storage, alongside structural durability and a suitable dynamic response. This study compares those structural responses under a consistent, simplified ANSYS setup.

The analysis setup

  1. 01
    Constrain the upper connection

    The mounting area is modelled as a fixed support. Displacement increases towards the free foot end.

  2. 02
    Apply normal and friction loads

    Motion is defined along +x, with friction acting in −x. The report uses simplified static loading.

  3. 03
    Compare like with like

    Two materials, two geometries and three quadratic mesh sizes support the comparison.

Criteria from the project brief
>50 Hzfirst natural frequency
10⁶ cyclesminimum fatigue life
ANSYS running blade setup, with upper fixed support in blue and applied load arrows at the foot
Fixed support and load directions / Report p. 3
Material assumption

CFRP, represented as an equivalent isotropic material.

The model uses E = 65 GPa, ν = 0.30 and ρ = 1,550 kg/m³. It simplifies the overall response without defining a laminate lay-up; fibre direction and stacking effects remain outside this analysis.

02 / A change in the load path

From a straight foot
to a smoother return.

The initial blade paired a curved body with a straight contact section. I introduced a raised front tip and a smoother lower profile to investigate whether the geometry could increase stiffness and improve its modal response.

Baseline CAD running blade with a straight foot contact section
01 / Baseline

A straight contact section.

Approximately 296 mm overall horizontal length, with a 250 mm foot section.

View dimensioned drawing ↗
Iterated CAD running blade with a smoother lower curve and raised front section
02 / Iterated

A raised tip and smoother curve.

353.5 mm overall height, a 90 mm main transition radius and a 16.3 mm tip radius.

View dimensioned drawing ↗
Engineering intent

Reduce the severity of the curved transition while changing the balance between stiffness and mass.

03 / Read the response

Same analysis.
Different structural behaviour.

Switch material and result to compare the baseline and iterated fine-mesh solutions. These are the original ANSYS outputs from the report, with rounded values brought forward for comparison.

Material
Result
CFRP / Equivalent stress10.6% lower peak stress after iteration
01 / Baseline70.9 MPa
CFRP baseline fine-mesh equivalent stress contour
Report p. 6 / Fine meshEnlarge ↗
02 / Iterated63.4 MPa
CFRP final fine-mesh equivalent stress contour
Report p. 11 / Fine meshEnlarge ↗

Each ANSYS plot uses its own legend range. Compare the numerical values, not colour alone. The report rounds final CFRP stress to 63.4 MPa; the source contour displays 63.477 MPa.

CFRP / Fine-mesh results and reported mass
MeasureBaselineIterated
First natural frequency97.2 Hz147 Hz
Maximum deformation6.68 mm3.24 mm
Peak equivalent stress70.9 MPa63.4 MPa
Approximate mass0.8 kg1.3 kg

Higher frequency at lower reported mass than aluminium. Fibre direction and laminate stacking are not represented in this simplified isotropic model.

CFRP / Fine mesh+51.2%

first natural frequency

CFRP / Fine mesh−51.5%

maximum deformation

The trade-off

Stiffer also meant heavier.

The report gives approximately 0.8 → 1.3 kg for CFRP. Lower deformation and a higher first mode improve these analysis metrics; they do not alone establish better energy return or running performance.

04 / Check the numerical foundation

Refine the mesh.
Watch the result settle.

Quadratic elements were refined globally and around the inner curve and foot contact region, where stronger stress gradients and bending were expected. The reported modal results changed little with finer meshes.

Quadratic finite element mesh around the baseline blade curve and foot
Quadratic mesh / Report p. 3
Coarse24 / 12 mm
Medium16 / 8 mm
Fine10 / 5 mm

Global / local element size

First natural frequency / Hz

Natural frequency across three mesh refinementsCFRP iterated: 149, 148.1, 147 Hz. Aluminium iterated: 117.6, 116, 115 Hz. CFRP baseline: 97.7, 97.6, 97.2 Hz. Aluminium baseline: 76.7, 76.5, 76.3 Hz.507510012515014711597.276.3CoarseMediumFine
CFRP / IteratedAluminium / IteratedCFRP / BaselineAluminium / Baseline

Replotted from the report’s modal results. Both geometries exceed the brief’s 50 Hz threshold for both materials.

View the numerical convergence table
Model / HzCoarseMediumFine
CFRP / Iterated149148.1147
Aluminium / Iterated117.6116115
CFRP / Baseline97.797.697.2
Aluminium / Baseline76.776.576.3

Mesh stability supports the numerical comparison. It does not remove uncertainty in the boundary conditions, loading or material model.

05 / Durability, with different evidence

Two materials.
Two assessment methods.

The aluminium model could be assessed with the ANSYS fatigue tool. Without a reliable S–N curve for the chosen CFRP approximation, I used a separate strength-based screening.

Aluminium / Predicted fatigue life10⁸ cycles

The reported minimum life exceeds the 10⁶-cycle criterion in both geometries under the modelled conditions.

Iterated aluminium fatigue plot with minimum and maximum both displayed as 1e8 cycles
ANSYS fatigue result / Report p. 13

A model prediction under the stated setup, rather than measured service life or physical endurance validation.

CFRP / Strength-based screening266.7 MPa

A representative 800 MPa strength divided by a safety factor of 3 gives the report’s allowable-stress threshold.

Allowable stress266.7 MPa
Final peak stress63.4 MPa

A margin, not a fatigue-life prediction.

The static stress is well below this simplified threshold. The check does not model laminate fatigue, damage accumulation or a number of cycles to failure.

No CFRP S–N fatigue analysis was performed in this study. Report pp. 6 and 11.

Reflection / From numerical improvement to physical performance

The next model
needs more of the real world.

The geometry change improved the reported stress, displacement and modal results. My main takeaway is to separate that numerical improvement from claims about how the blade would perform for an athlete.

01 / Connection

Introduce socket compliance.

A perfectly fixed support can make the blade appear too stiff, underestimating displacement and overestimating natural frequency.

02 / Loading

Model the running cycle.

Impact and time-varying forces would test behaviour beyond the simplified static loading used in this comparison.

03 / Composite

Resolve the laminate.

Fibre orientation, stacking sequence and suitable failure criteria would make the CFRP analysis more representative.

The full study / 14 pages

Sketches, simulations
and the reasoning between them.

Read the FEA report
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