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Axial response

Inputs

Axial loadF
10 kN
Cross-sectional areaA
1000 mm²
Original lengthL
1000 mm
Elastic modulusE
200 GPa

Results

Average normal stressσ
10 MPa
Elastic strainε
50 µε
Ideal length changeΔL
0.05 mm

Relation

σ = F / A · ε = σ / E · ΔL = FL / AE

Assumptions

Uniform cross-section · Axial loading · Linear-elastic response

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