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STRUCTURAL HEALTH MONITORING (SHM) OF BRIDGE STRUCTURES USING WIRELESS SENSOR NETWORKS 

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Project Overview

A localized information processing approach for long-term, online structural health monitoring (SHM) using wireless sensor networks (WSNs). Based on the Zigbee protocol, each sensor independently calculates a statistical damage-sensitive coefficient using the measured acceleration data during each monitoring period. A nonlinear programming formulation is developed to identify damage presence, localize damage position, and quantify damage severity from the damage-sensitive coefficients in the whole sensing field. By limiting each sensor to exchange information among its neighboring sensors only, a localized near-optimal algorithm is proposed to reduce communication costs, thus alleviating the channel interference and prolonging the network lifetime.

Research Methodology

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Test Bed Features

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Case Study

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Analysis Methods

FFT Based Analysis

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FFT comparison of IMFs of healthy and degraded parts showing pronounced frequency for healthy and diversified frequencies in the degraded part

HHT Based Analysis

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​Particle Filter based Prognostic Approach for Remaining Useful Life

​Prediction

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Prognosis Results

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Achievements - Repair Maintenance

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On-site maintenance activity

Completion of funded HEC Project

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