Generated Side Loads
Gravity (Rod Wt): 0 lbs
Curvature (Tension): 0 lbs
Helical Buckling: 0 lbs
Total Lateral Force: 0 lbs
Calculated from well trajectory, gravity, and Mitchell buckling mechanics.
All physics secured server-side.
Stresses
Axial stress σa: 0 psi
Bending stress σb (PL/8): 0 psi
Joint SCF stress (×2.5): 0 psi
Torsional shear τ: 0 psi
Von Mises σVM: 0 psi
Yield SF (Sy/σVM): ∞
Deflection & Wall Contact
Effective curve gap: 0 in
Theoretical δ (PL³/192EI): 0 in
Actual δ (capped/forced): 0 in
Mid-span wall force: 0 lbs
Fatigue Utilisation (API Grd D)
Fatigue SF: ∞
Bars show σ/Se,allowed.
🟢 <70% 🟡 70–100% 🔴 >100%
⚙️ The Chord Effect & Real Sideloads:
Instead of an arbitrary lateral force input, this model computes physics-driven contact from three sources.
1. Gravity — the rod weight component perpendicular to the wellbore axis, proportional to inclination.
2. Bowstring — under tension, the rod is pulled like a bowstring against the inside of the DLS curve.
3. Mitchell Buckling — under compression beyond the Euler limit, helical buckling drives the rod radially against the wall.
Chord Effect: A loose centralizer lets the rod "shortcut" the curve as a straight chord, drastically reducing bending stress but concentrating all contact force at the centralizer body itself. The sagitta geometry quantifies this trade-off.
Deflection uses fix-fix boundary conditions (PL³/192EI) appropriate for a segment pinned between hardware.
⚠️ FULL TUBING WALL CONTACT —
Centralizer + Mid-Span + Coupling all at wall ⚠️