Evaluation of uncertainty in determination of neutral axis and deformed shape of beam structures : final report.
-
2016-01-01
Details:
-
Creators:
-
Corporate Creators:
-
Corporate Contributors:
-
Subject/TRT Terms:
-
Publication/ Report Number:
-
Resource Type:
-
Geographical Coverage:
-
Corporate Publisher:
-
Abstract:With aging infrastructure, it becomes crucial to make informed decisions about maintenance and
preservation actions, as well as renewal of civil structures. Structural Health Monitoring (SHM) can be
an important aid in this decision process, but in spite of its great potential, SHM is not applied in a
widespread or generic manner, which is essentially due to the lack of reliable and affordable monitoring
solutions. Consequently, there is a demand for monitoring methods that are not specific to individual
structures, are reliable and robust on-site, and applicable to typical bridges.
The overall objective of PI’s research group is to research and develop universal SHM methods based
on strain monitoring using series of parallel long-gauge fiber-optic sensors (so called parallel
topologies). In particular, two basic parameters are studied in detail: 1) the location of the neutral axis
based on dynamic strain measurements and a probabilistic data analysis, and 2) the deformed shape
of individual girders based on static and dynamic strain measurements. Information about these
parameters assessed at several locations of the bridge can then be used to assess global structural
behavior and health condition. Changes in these parameters over time can indicate variation in
structural behavior due to change in operational conditions or damage. However, setting the thresholds
necessities thorough uncertainty analysis in determination of the above parameters.
Thus, the objectives of this project are to explore, understand and quantify (deterministically or
statistically) the uncertainties in determination of the position of neutral axis and the deformed shape,
where the latter are determined based on series of parallel long-gauge sensors. To achieve this aim,
numerical modelling, experimental analysis, and field validation on a real bridges were performed.
-
Format:
-
Funding:
-
Collection(s):
-
Main Document Checksum:
-
Download URL:
-
File Type: