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The Summary Of Project

The ICARUS project seeks to address these issues by exploring geophysical methodologies—non-invasive techniques that can enhance structural diagnostics when combined with semi-destructive, destructive, and conventional non-destructive tests (NDTs). ICARUS adopts an innovative multiscale and multisensory methodology to better understand the relationship between geophysical and mechanical properties under various deterioration conditions. 

The project aims to develop: 

• Empirical relationships between geophysical data and mechanical degradation. 
• Improved bond-slip and tension-stiffening laws to model the effects of corrosion on steel-to-concrete interaction. 
• Enhanced finite element models (FEM) to simulate deteriorated RCS behaviour more accurately. 

 Best Expected Results from ICARUS: 

• Development of a robust, integrated diagnostic protocol for deteriorated RCS using geophysical, NDT, and DT methods. 
• Empirical models that correlate geophysical measurements with mechanical deterioration—offering predictive insights into structural health. 
• Improved FEM-based structural assessment tools, incorporating real-time deterioration data. 
• Advanced understanding of corrosion effects on steel-to-concrete interaction at both local and global levels. 
• Non-invasive tools for estimating current and future performance of aging concrete structures. 
• New standards and methodologies that can influence safety regulations and infrastructure policy 

ABOUT US :

Our ICARUS research group is structured into two complementary operational units, working together to study and monitor the degradation of reinforced concrete elements and to develop effective strategies for their preservation. 

The CNR Research Unit, coordinated by Luigi Capozzoli, focuses on integrating geophysical methods for the diagnosis and monitoring of structural deterioration. Thanks to the expertise of Emilia Vasanelli (ISPC-CNR) and Luciano Telesca (IMAA-CNR), the unit employs both destructive and non-destructive testing, geophysical imaging techniques, and advanced statistical analysis. Activities are supported by laboratory and field instrumentation, with the involvement of two young researchers, Giuseppe Salvia and Davide Di Gennaro. 

The UNICUSANO Research Unit, led by Francesca Nerilli, develops analytical and numerical models to assess the mechanical behavior of damaged concrete elements. The experience of Stefania Imperatore in evaluating corroded structures plays a key role in the project. The unit also carries out experimental testing on degraded elements and applies predictive models, supported by a young researcher, Cristina Monteleone.