How It Works

Force Calculation: F = P x A

Hydraulic cylinder force is determined by Pascal's Law. The force output equals the system pressure multiplied by the effective piston area:

F = P x A x eta

  • F = Force output (N, kN, or lbf)
  • P = System pressure (bar, MPa, or psi)
  • A = Effective piston area (mm2 or in2)
  • eta = Mechanical efficiency (typically 0.92-0.98)

Extend vs Retract Force Difference

The critical difference between extend and retract forces comes from the rod area:

  • Extend (Push): Uses full bore area: A_bore = pi x D^2 / 4
  • Retract (Pull): Uses annular area: A_annular = pi x (D^2 - d^2) / 4

The rod displaces fluid on the rod side, reducing the effective area. This means:

  • Retract force is always less than extend force (typically 60-80%)
  • Retract speed is always faster than extend speed (same flow, smaller volume)
  • Area ratio determines the force/speed differential

Flow Requirements: Q = A x v

The flow rate required to achieve a desired speed is:

Q = A x v

  • Q = Flow rate (L/min or GPM)
  • A = Piston area being pressurized
  • v = Desired cylinder velocity

Conversely, cylinder speed from a known flow rate: v = Q / A

Rod Buckling Considerations

For long-stroke cylinders in compression (pushing), rod buckling becomes a critical factor. Using Euler's formula:

F_critical = pi^2 x E x I / (K x L)^2

  • E = Modulus of elasticity (steel: 200 GPa / 29,000 ksi)
  • I = Moment of inertia of rod: pi x d^4 / 64
  • K = End fixity factor (0.5 to 2.0 depending on mounting)
  • L = Extended rod length (stroke + exposed rod)

Cylinder Types

  • Single-Acting: Hydraulic pressure in one direction only; return by gravity, spring, or external force
  • Double-Acting: Hydraulic pressure in both directions; most common industrial type
  • Telescopic: Multiple nested stages for long stroke in compact retracted length
Hydraulic Cylinder Cross-Section CAP END (Extend) ROD END (Retract) PISTON WIPER Port A Port B BORE (D) ROD (d) F extend F retract Piston Seals Rod Seals Extend Force F = P x (pi x D^2 / 4) Retract Force F = P x pi x (D^2 - d^2) / 4 Flow Rate Q = A x v

Area Ratio and Speed Ratio

The ratio between bore area and annular area determines performance characteristics:

Area Ratio = A_bore / A_annular = D^2 / (D^2 - d^2)

  • Typical area ratios: 1.25:1 to 2:1 (depending on rod/bore ratio)
  • Speed ratio equals area ratio: retract is faster by the same factor
  • Force ratio is inverse: extend force is greater by the same factor

Hydraulic Cylinder Calculator

Calculate force, speed, flow requirements, and verify rod buckling for hydraulic cylinders. Supports single-acting, double-acting, and telescopic configurations.

Cylinder Dimensions

Flow & Speed

Buckling Check (Push Applications)

Rod length visible when fully retracted
Calculating...
Safety Factor: --

Force Comparison

Extend
-- kN
Retract
-- kN

Results - Extend (Push)

Push Force --
Piston Area (Full Bore) --
Extend Speed --
Extend Time --
Volume to Extend --
Flow Required (for speed) --

Results - Retract (Pull)

Pull Force --
Annular Area --
Retract Speed --
Retract Time --
Volume to Retract --

Ratios & Power

Area Ratio (Bore/Annular) --
Speed Ratio (Retract/Extend) --
Rod/Bore Ratio --
Hydraulic Power Required --

Buckling Analysis

Effective Rod Length --
Rod Moment of Inertia --
Euler Critical Load --
Buckling Safety Factor --
Slenderness Ratio --

Reference Formulas

Extend Force:

F_ext = P x (pi x D^2 / 4) x eta

Retract Force:

F_ret = P x pi x (D^2 - d^2) / 4 x eta

Cylinder Speed:

v = Q / A

Euler Buckling Load:

P_cr = n x pi^2 x E x I / L^2

Hydraulic Power:

P = p x Q / 600 (kW, bar, L/min)

Application Guidelines

ParameterTypical RangeNotes
Cylinder Speed0.05 - 0.5 m/sNormal operation
System Pressure100 - 350 barIndustrial hydraulics
Rod/Bore Ratio0.5 - 0.7Standard designs
Buckling SF3.5 - 5.0Recommended minimum
Mechanical Efficiency92 - 98%Seal friction losses

Mounting Factor Reference

MountingKFactor (n)Description
Both Pinned1.04Trunnion or clevis both ends
One Fixed, One Guided0.72Flange mount, guided rod
Both Fixed0.51.5Rigid mount both ends
One Fixed, One Free2.00.25Worst case - avoid