Reliability, strength and durability of railway bridges are
variable parameters which decrease during the life cycle. An
adequate level of structural reliability is essential for the
safe operation of railway systems. Visual and instrumented checks
of bridges are therefore performed at regular intervals. Unfortunately
these checks are highly subjective and no rules exist to establish
a link between measurements and existing design codes. For the
present project a number of ideas regarding a safety concept
could be developed based on recent advancements in measurement
and computer modelling technology on the one hand and the new
EUROCODE 1 on the other. Reliability indices will be derived
from based on computer models which will be calibrated with
measurement data. Using this approach the reliability can be
quantified for all times during the life cycle and can be compared
to the requirements formulated in the EUROCODE 1. This procedure
will facilitate streamlined maintenance and facility management.
Investments in the field of structural and civil engineering
are constantly shifting towards maintenance and rehabilitation
issues since saturation has almost been reached concerning new
developments. The goals can be defined as minimising the risk
and the cost of upkeep while guaranteeing the required level
of service and quality. The present research project will help
to reduce cost and increase quality by combining new technologies
into a holistic approach to infrastructure inspection and assessment.
The present research project will help to reduce cost and increase
quality.