WebCAE
WebCAE PlatformUnified FEA simulation platform: Browser WebAssembly + Native Desktop

Inspect pre-solved models in your browser in 2 seconds (up to 300k DOF) or solve 1.5M+ DOF assemblies 100% offline on Windows and macOS.

Browser WASM
Up to 300k DOF · 2s load
Native Desktop (Pro)
Up to 1.5M+ DOF · 100% offline
Physics & Solvers
Static, Modal, Kσ, Thermal, Contact
NLGEOM Beam Contact · 36 Active PairsMachineryMITC4 Shells & Beams

Two-Tier Crossed Beam Grid Damper with Beam-to-Beam Contact

Geometrically nonlinear 3D beam-to-beam contact analysis of a two-tier tubular steel grillage bumper with progressive gap closure.

Multi-tier protective grillages, wire-rope arrestors, and torsion-bar bumpers rely on sequential beam-to-beam contact to absorb impact energy and stiffen progressively under overload. In this model, three longitudinal upper tubular beams (Ø40 × 6 mm at z = +32 mm) are loaded downward above three orthogonal lower support beams (Ø44 × 6 mm at z = 0 mm) mounted in a 1.6 × 1.6 m perimeter box frame. Using WebCAE's closest-point cylinder-to-cylinder beam contact (nlgeom beamcontact), all 9 crossover junctions engage smoothly, transferring vertical force to the lower tier.

✓ 3D Beam-to-Beam Contact (nlgeom beamcontact)✓ Geometrically Nonlinear Corotational Beams✓ Progressive Gap Closure & Load Sharing✓ Modal Frequency Analysis
Pre-solved .caeweb container ready
NLGEOM beamcontact · 86 beams · 36 active pairs · u_z = -31.0 mm · f₁ = 70.6 Hz
Open in Web App (WASM) →
Opens directly on the Results tab in 2 seconds without re-solvingNeed 1.5M+ DOF offline? Get Pro ↓
Two-Tier Crossed Beam Grid Damper with Beam-to-Beam Contact
NLGEOM beamcontact · 86 beams · 36 active pairs · u_z = -31.0 mm · f₁ = 70.6 HzLaunch 3D ↗
Grillage Footprint
1.6 × 1.6 m (2 orthogonal tiers)
Beam Elements / DOFs
86 beams, 72 nodes (348 DOF)
Section Radii
r_a = 20 mm (Ø40), r_b = 22 mm (Ø44)
Active Beam Contact Pairs
36 segment pairs (penetration 0.165 mm)
Lower Tier Contact Deflection
-31.03 mm
Fundamental Frequency f₁
70.55 Hz

1. Geometry & FEA Mesh

  • •72 nodes and 86 corotational 3D beam elements (348 active DOFs) in a 1.6 × 1.6 m steel frame (E = 205 GPa, ν = 0.30).
  • •Upper tier: 3 longitudinal pipes (Ø40 × 6 mm, r_a = 20 mm), 8 segments each; lower tier: 3 transverse pipes (Ø44 × 6 mm, r_b = 22 mm), 8 segments each.
  • •Perimeter box frame (60 × 60 × 5 mm hollow square section) on 4 corner columns.
  • •Beam-to-beam contact (nlgeom beamcontact) with radii r_a = 20 mm, r_b = 22 mm, penalty = 5×10⁷ N/m.

2. Loads & Boundary Conditions

  • •4 base column footings at z = -0.18 m and beam ends at x = ±0.8 m / y = ±0.8 m constrained.
  • •Downward vertical impact forces applied to the mid-span crossover nodes of the upper longitudinal beams.
  • •Closest-point cylinder-to-cylinder contact (nlgeom beamcontact) between all 24 upper and 24 lower beam segments.

3. Simulation Results & Findings

  • ✓Full Newton-Raphson convergence in 6 load steps (19 iterations, 0 cutbacks) with 36 active beam segment contact pairs across all 9 crossover junctions.
  • ✓Maximum contact penetration is controlled to 0.165 mm while transferring downward load to the lower transverse beams (central node u_z = -31.03 mm).
  • ✓Fundamental natural frequency of the grillage frame is f₁ = 70.55 Hz.
Enterprise & Engineering Workflow

Enables rapid parametric sizing of multi-layer bar grilles, pipe racks, and protective bumpers with beam-to-beam contact without meshing 3D solid tubes.

Launch Case in Web App →
14-Day Free Trial · $0 Due Today
$99/ mo (billed monthly after 14-day trial)

14 days of full Pro access. The first charge occurs only after 14 days unless canceled beforehand.

  • ✓14-Day Trial ($0 Today) (cancel anytime)
  • ✓Up to 1.5M+ DOFs (direct sparse solver)
  • ✓Native Windows & macOS Apps (100% offline)
  • ✓Nonlinear Contact & Buckling (Kσ, MITC4, RBE2/RBE3)

$0 due today. First charge occurs in 14 days unless cancelled. Cancel anytime in 1 click in your account.

Need bespoke solver development or a Dedicated Cloud VPS (128+ GB RAM, 32 cores)?
We build turnkey industry FEA pipelines and custom material models for engineering teams.

Ask an Engineer About Your Model

Describe your part, load case, or CAD format — we reply within 2 business hours.

WebCAE AI Assistant in bottom-right ↘

Want an instant answer on FEA theory or this model?

Click the AI chat button in the bottom-right corner to ask about boundary conditions, stress criteria, mesh convergence, or DSL scripting.

We use essential cookies to run this site, plus analytics cookies if you agree. Privacy Policy