Explore the words cloud of the LoStPReCon project. It provides you a very rough idea of what is the project "LoStPReCon" about.
The following table provides information about the project.
Coordinator |
UNIVERSITY OF SURREY
Organization address contact info |
Coordinator Country | United Kingdom [UK] |
Project website | http://www.lostprecon.eu |
Total cost | 183˙454 € |
EC max contribution | 183˙454 € (100%) |
Programme |
1. H2020-EU.1.3.2. (Nurturing excellence by means of cross-border and cross-sector mobility) |
Code Call | H2020-MSCA-IF-2014 |
Funding Scheme | MSCA-IF-EF-ST |
Starting year | 2015 |
Duration (year-month-day) | from 2015-11-01 to 2017-10-31 |
Take a look of project's partnership.
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1 | UNIVERSITY OF SURREY | UK (GUILDFORD) | coordinator | 183˙454.00 |
Recently, the re-assessment of the collapse of the Koror-Babeldaob Bridge (in 1996), a pre-stressed bridge built by the cantilever method, concluded that this was due to excessive deflections that appeared and grew non-linearly some years after construction. Interestingly, similar trends were found for a group of 56 similar bridge spans, raising the question whether such concerns could influence the maintenance and service life of a high number of pre-stressed bridges in Europe and beyond. Although individual material and structural factors have been researched, this problem can only be solved by integrating physical and probabilistic models and benefiting from the increasing use of monitoring data. This proposal aims to: 1.Review existing models for shrinkage and creep at specimen level, 2.Establish robust hybrid FE models for medium/long-term predictions, 3.Develop a novel monitoring approach based on Digital Image Correlation (DIC), 4.Formulate a time-dependent reliability assessment framework, addressing creep and shrinkage uncertainties, 5.Produce representative performance-time profiles for pre-stressed bridges based on the proposed framework and models. The above will be demonstrated via a case study – the Lezíria Bridge – possessing a unique combination of factors: (i) available monitoring data, (ii) pre-existing analysis models and (iii) an intimate knowledge by Dr. Helder Sousa, the researcher, of its construction and behaviour. The findings will be directly relevant to the growing number of bridges with this problem, enhancing the European knowledge and competitiveness in the global infrastructure market. For this, an interdisciplinary research and training programme has been set out, building on the researcher’s strong track record, expanding/honing his knowledge/skills, so that he can reach the forefront of highly qualified professionals able to solve problems in a creative/integrative manner, contributing to European expertise and wealth creation.
year | authors and title | journal | last update |
---|---|---|---|
2017 |
Helder Sousa, Ying Wang Sparse representation approach to data compression for strain-based traffic load monitoring: A comparative study published pages: , ISSN: 0263-2241, DOI: 10.1016/j.measurement.2017.10.042 |
Measurement | 2019-06-18 |
2017 |
Bismut, E., Schneider, R., Sousa, H., Straub, D. Framework and Categorization for Value of Information Analysis published pages: , ISSN: , DOI: |
COST Action TU1402 - Quantifyng the Value of Structural Heatlh Monitoring | 2019-06-18 |
2017 |
Sousa, H., Santos, L., Chryssanthopoulos A Bayesian approach to the use of in-situ specimen data for predicting creep compliance published pages: , ISSN: , DOI: |
ICOSSAR 2017 - 12th International Conference on Structural Safety and Reliability | 2019-06-18 |
2016 |
Sousa, H., Santos, L., Chryssanthopoulos, M. The role of in-situ specimen measurements in appraising creep and shrinkage model predictions published pages: , ISSN: , DOI: |
MCSSE2016 - International RILEM Conference on Materials, Systems and Structures in Civil Engineering Conference segment on Reliability | 2019-06-18 |
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The information about "LOSTPRECON" are provided by the European Opendata Portal: CORDIS opendata.