Documentation/Modules/Impact & Shock

Impact & Shock

Assess transient impact and shock response

Standards catalog

Validation: indicative · Method band: formula

Open calculator

Indicative method: Indicative closed-form or numerical model

Assumptions

  • Linear elastic material behavior unless noted otherwise.
  • User is responsible for load combinations and load factors per the selected design code.
  • Design standard (US/EU/ISO) sets unit defaults and screening check labels — not a full code worksheet.

Limitations

  • Professional screening / indicative workspace — does not replace a licensed PE or official code compliance review.
  • Where specialized evaluators are not implemented, checks map solver outputs to catalog templates for orientation only.

Engineering checks

CheckINDUSEUISO
Dynamic load factorimplemented

Impact & Shock (impact)

Purpose

Estimate impulse, average impact force, and dynamic stress during short-duration velocity changes. Screens structural components against yield during drop, collision, or shock loading using simplified dynamic load factors.

Physics & theory

Impulse-momentum theorem: . For mass experiencing velocity change over impact duration , average force can exceed static load by dynamic amplification factor for elastic systems.

Dynamic stress compared to yield gives safety factor. Short impact durations (milliseconds) produce high forces; energy absorption through plastic deformation or damping reduces peak stress below rigid estimate.

Dynamic analysis requires careful identification of mass, stiffness, and damping distribution. Natural frequencies depend on boundary conditions — a cantilever beam has fundamentally different modes than a simply supported beam of the same dimensions.

Damping limits resonant amplification; lightly damped structures (( zeta < 0.05 )) can see transmissibility peaks exceeding 10 near resonance. Separation margin between operating excitation and natural frequency should typically exceed 15–20% for rotating machinery.

Governing equations

Numerical method

Closed-form impulse and average force (engine). Impact duration converted from milliseconds to seconds with minimum floor s. Dynamic stress from force over cross-section area; design status flagged at SF thresholds.

Inputs

ParameterDescription
massMoving mass
velocityChangeSpeed change magnitude
impactDurationContact time (ms)
crossSectionAreaLoad-bearing area (mm²)
yieldStrengthMaterial yield (MPa)

Outputs

  • Impulse, average force, dynamic stress, safety factor, design status (safe/warning/critical).

Design codes & checks

  • Indicative: Dynamic load factor / yield safety factor

Assumptions & limitations

  • Uniform average force over duration; no force-time waveform.
  • Single DOF; no wave propagation or stress concentration.
  • Impact duration must be estimated or measured — highly uncertain.
  • Plastic energy absorption not subtracted from impulse.

Verification

References

  1. Shigley, J. E., & Budynas, R. G. Mechanical Engineering Design, 11th ed., Ch. 4.
  2. Rao, S. S. Mechanical Vibrations, 6th ed., shock response.
  3. MIL-STD-810. Environmental Engineering Considerations and Laboratory Tests.
  4. Barrow, H. D. Applied Mechanics, impact problems.
  5. Beer, F. P., et al. Mechanics of Materials, 8th ed. McGraw-Hill — foundational stress and deformation theory.
Maintainer note: Transient approximation models; likely to evolve rapidly.