Direct Analysis of a Steel Railway Bridge via Monitoring System of an Instrumented Structure
Bridge (graph theory)
DOI:
10.18517/ijaseit.14.1.19148
Publication Date:
2024-02-25T16:03:56Z
AUTHORS (7)
ABSTRACT
Railway infrastructure maintenance is essential in implementing the transportation system. Most of these railway bridges have suffered gradual deterioration over time. Predictive structural health monitoring (SHM) required by installing instrumentation sensors on to determine condition bridge at site. This research aims analyze and assess existing steel understand load-deformation characteristics, bearing capacity, dynamic response structure. paper describes a valuable method for assessing during operation. presents direct analysis structure, with span 40.00 meters, width 4.40 height 6.60 meters. The structure modeled 3D detail, numerical carried out using finite element based input parameters obtained from manual field measurements sensors. expected result development this SHM System know performance real-time via dashboard display. results showed that carrying capacity was relatively safe condition. case study may help practice engineers researchers future research. It can be reference developing applying such system typical case.
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