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Mass–Spring–Damper System — Final Report & Figures

A concise repository for our Mass–Spring–Damper design study. It hosts the final report and a figure gallery (ANSYS simulations, mechanism schematics, and literature tables) so reviewers can understand the project without needing code.

📄 Report: report/Mass-Spring-Damper-System-report.pdf
🖼️ Figures: see the gallery below

ℹ️ If you use different filenames or folders, update the paths in this README accordingly.


Overview

  • Goal: design and evaluate a spring–mass–damper for vibration mitigation and isolation.
  • Process: informed-design workflow → literature review → alternative concepts (Alpha, Kai, Phi) → selection → calculations → ANSYS FEA → redesign.
  • Chosen design: Kai (ϗ) using high‑carbon steel; selected for higher wear resistance and affordability relative to the alternatives.
  • Key parameter highlights:
    • Damping coefficient C = 80 N·s/m, mass M = 1 kg
    • Critical damping (design target) K = C²/(4M) = 1600 N/m
    • Representative model equation: x¨ + 80 x˙ + 1600 x = F(t)
  • Prototype geometry (for FEA): ~60 mm max height; wire Ø ≈ 3 mm; 10 coils; coil center radius ≈ 15 mm.

Methods (short)

  • Pre-analysis: hand calculations from standard texts (e.g., Shigley) to size stiffness/damping.
  • Simulation: ANSYS R16.x static & fatigue checks; mesh‑sensitivity with total deformation as reference (optimal element size ≈ 3 mm).
  • Evaluation: stress/strain/deformation fields; fatigue life/damage; safety factor across loads; qualitative redesign based on hot‑spots.

Key findings (selected)

  • Highest deformation appears under the loaded top plate and along outer spring turns; extreme shear bands align with load path.
  • Fatigue/safety‑factor maps indicate adequate margins within simulated load cases; redesign focuses on stress concentration at end coils.
  • From literature (context for our design choices):
    • Time period increases with exponential/energy‑dissipating dampers (e.g., +18–21% in lower modes).
    • Response reduction with dampers: moments ↓ ~65–74% and shears ↓ ~49–74% depending on device type and excitation.

The literature tables supporting these bullets are included in the gallery below.


Figure gallery

ANSYS total deformation of helical spring ANSYS shear stress (XY plane) of helical spring

Configuration and installation diagram of proposed vibration isolation mounting system Model of isolator system with double spring–dampers

Literature tables (for context):

Increment of building time period with damper Moment & shear value reduction with dampers


Repository layout

.
├─ report/
│  └─ Mass-Spring-Damper-System-report.pdf
├─ images/
│  ├─ deformation-ansys.jpeg
│  ├─ shear-stress-ansys.jpeg
│  ├─ isolator-configuration.png
│  ├─ isolator-model.png
│  ├─ table-time-periods.png
│  └─ table-moment-shear-reduction.png
└─ README.md

How to cite

If you reference this work, please cite the report:

@misc{group3_msd_2025,
  title        = {Mass–Spring–Damper System — Final Report},
  author       = {Group 3},
  year         = {2025},
  howpublished = {\url{https://github.com/<your-username>/<your-repo>}},
  note         = {Final report and figures}
}

License

Choose and add a LICENSE file (e.g., CC BY‑NC 4.0, MIT for docs, or All rights reserved).


Acknowledgement (optional)

Course: ME_3202, Dept. of Mechanical & Production Engineering, AUST (3rd year / 2nd semester).
Add team member names here if you’d like them public.

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