🛤️ Structural Health Monitoring System

Real-time analytics & insights for Bridge No. 104 — Ensuring safety, reliability, and performance.

📍 Warisaliganj (Nawada), Bihar 🏗️ Span: P2-P3 (18.3m) 📅 Updated: 21/06/2025

🏗️ Project Overview

Integrated Structural Health Monitoring System for Railway Bridge No. 104, installed by Medulla Soft Technologies SHM Pvt Ltd for IRCON International Limited.

Monitoring deflection, stress, and vibration characteristics to ensure structural integrity.

🚂 Train Monitoring

Tracking 5 train types: Goods Train, Howrah-Gaya Express, Kiul-Gaya MEMU Special, Rampur-Hatt-Gaya Passenger Special, and Vande Bharat Express.

Recording deflection, stress, and acceleration data for each passage.

📡 Sensor Network

9 sensors deployed: 3 triaxial accelerometers, 2 joint/deflection meters, and 4 fiber optic strain/stress sensors.

Monitoring critical points at first quarter, mid, and third quarter of the girder.

Max Deflection (Goods Train) 📏
4.86 mm
Permissible: 9.50 mm
Max Stress (Goods Train)
35.02 MPa
Permissible: 165 MPa
Peak Acceleration 📈
0.68g's
Goods train highest
Sensor Uptime 📡
100%
All 9 sensors operational

Deflection by Train Type

Maximum deflection observed for different train types crossing Bridge 104

Train Type Left Girder (mm) Right Girder (mm) Permissible
Goods Train 4.51 4.86 9.50
Howrah-Gaya Express 2.20 2.70 9.50
Kiul-Gaya MEMU 0.92 1.82 9.50
Rampur Hatt-Gaya Passenger 2.40 2.60 9.50
Vande Bharat Express 0.59 0.96 9.50

Critical Observations

  • Goods Train shows highest deflections (4.86mm) and stresses (35.02 MPa)
  • Mid of Girder shows higher stresses compared to quarter points
  • Peak accelerations (0.68g's) exceed Eurocode limits (not basis of design)
  • Speed restriction up to 70 Kmph recommended for Goods trains
  • Bridge meets IRS standards for all train types except Goods

Stress Analysis by Position

Stress observed at different positions on the girder (Goods Train)

Position Max Stress (MPa) Min Stress (MPa)
First Quarter 19.80 -0.98
Mid (Bottom Flange) 35.02 -0.42
Mid (Top Flange) -11.07 0.21
Third Quarter 17.51 0.08

Sensor Network

Triaxial accelerometers and strain sensors on the girder

Sensor ID Type Location
R1-R3 Triaxial Accelerometer Right Girder (5m, 10m, 15m)
JM1-JM2 Deflection Meter Center (Left & Right Girder)
L1-L3 Fiber Optic Strain Left Girder (5m, 10m, 15m)
L2-T, L2-B Top/Bottom Flange Mid of Left Girder

Recent Train Passages

Last 5 recorded train passages with key metrics

Date Train Type Time Max Deflection (mm) Max Stress (MPa) Peak Acc. (g)
05/04/2025 Goods Train 13:09:14 4.51 / 4.62 33.69 0.82
28/02/2025 Rampur Hatt-Gaya 18:03:43 0.38 / 0.54 5.17 0.76
24/02/2025 Kiul-Gaya MEMU 16:44:34 0.90 / 1.82 14.79 0.55
28/03/2025 Howrah-Gaya Express 08:21:48 1.86 / 2.70 26.62 0.76
09/02/2025 Vande Bharat 17:20:35 0.34 / 0.96 7.59 0.43