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Physics & Solvers
Static, Modal, Kσ, Thermal, Contact
Static + Buckling + Modal · 1.8k DOFMining & CranesMITC4 Shells & Beams

220 t Mining Dump Truck Body (BelAZ Class)

Dynamic stiffness, structural stability, and payload fatigue optimization for a 220-ton open-pit mining haul truck dump body.

Dump truck bodies working in harsh open-pit quarries endure cyclic rock dump impacts, severe abrasive wear, and asymmetric haul-road twisting. High payload-to-deadweight ratio requires thin high-strength steel plates backed by an optimized network of longitudinal box sills and transverse bolster ribs. The calculation validates floor panel deflection, sideboard buckling safety, and torsional resonant frequencies under 160 kPa blasted rock pressure.

✓ Linear Static✓ Eigenvalue Buckling (Kσ)✓ Modal Vibration✓ MITC4 Shells & Beams
Pre-solved .caeweb container ready
280 quads · 221 beams · λ₁ = 42.00 · f₁ = 11.22 Hz
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220 t Mining Dump Truck Body (BelAZ Class)
280 quads · 221 beams · λ₁ = 42.00 · f₁ = 11.22 HzLaunch 3D ↗
Structure Dimensions
8.4 × 6.6 × 3.6 m
Finite Elements
280 Quads · 221 Beams
Degrees of Freedom
1,846 DOF
Buckling Factor
λ₁ = 42.00
Fundamental Frequency
f₁ = 11.22 Hz
Solver Runtime
0.5 s (Browser WASM)

1. Geometry & FEA Mesh

  • •8.4 m long dump body with 5.6 m bottom width, flared side walls (3.3 m half-width at top), and 1.8 m protective cab canopy
  • •High-strength steel plating: 20 mm impact-resistant floor, 14 mm sideboards, 16 mm front headboard, and 12 mm canopy roof
  • •Welded structural framing: twin longitudinal box girders 350×250×20 mm, transverse ring frames 220×160×15 mm, and top coaming 250×200×20 mm
  • •Mesh composed of 280 MITC4 quadrilateral shell elements and 221 Timoshenko beam elements (1,846 DOFs)

2. Loads & Boundary Conditions

  • •Pinned boundary conditions at rear pivot hinge pins and hydraulic hoist lifting cylinder support brackets
  • •Bulk rock vertical pressure p = -160 kPa acting normal to the inclined bottom floor plates
  • •Outward lateral rock thrust p = 65 kPa acting on flared sideboards and front protective headboard

3. Simulation Results & Findings

  • ✓Critical buckling factor λ₁ = 42.00 confirms exceptional sideboard stability against localized compression buckling
  • ✓Fundamental torsional natural frequency f₁ = 11.22 Hz safely separates structure dynamics from diesel engine low-rpm harmonics
  • ✓Floor bending deflections remain strictly confined within elastic limits without permanent plastic sagging
Enterprise & Engineering Workflow

Heavy vehicle manufacturers and mining fleet engineers rely on WebCAE to optimize dump body stiffener pitch and plate thicknesses in seconds. Rapid simulation in WebCAE allows cutting deadweight by 3–5 tons per truck body, translating into hundreds of thousands of dollars in annual diesel fuel savings across haulage operations.

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