Present and future durability challenges for reinforced concrete structures

This paper sums up the International RILEM Workshop on Present and Future Durability Challenges for Reinforced Concrete Structures, held at ETH Zurich in Switzerland on 17–18 April 2012. Major focus is put on the discussions. During the latter it was revealed that one of the key durability challenges lies in predicting the performance of new materials, where the increasing diversity of cement and concrete plays a major role. As most current engineering models are not capable of predicting actual field performance adequately, a knowledge-based approach to durability will become more important than ever. Only a scientific approach on a multi-scale and interdisciplinary level will allow predicting the performance of new materials (where no long-term experience is available for fitting purposes). This will facilitate the use of more performance-based durability design that is urgently needed to promote innovative, long-lasting solutions.

[1]  F. Jacobs,et al.  Specification and site control of the permeability of the cover concrete: The Swiss approach , 2012 .

[2]  Pitfalls and Practical Implications in Durability Design of Reinforced Concrete Structures , 2012 .

[3]  R. D. Hooton,et al.  Prescriptive versus performance approaches for durability design – The end of innocence? , 2012 .

[4]  Rob B. Polder,et al.  Non‐traditional assessment and maintenance methods for aging concrete structures – technical and non‐technical issues , 2012 .

[5]  A. Rossi,et al.  Role of the interface oxide film/alloy composition and stability of stainless steels , 2012 .

[6]  Bryan T. Adey,et al.  Concrete cover cracking owing to reinforcement corrosion – theoretical considerations and practical experience , 2012 .

[7]  L. Bertolini,et al.  Analysis of the parameters affecting probabilistic predictions of initiation time for carbonation‐induced corrosion of reinforced concrete structures , 2012 .

[8]  M. R. Geiker On the importance of execution for obtaining the designed durability of reinforced concrete structures , 2012 .

[9]  Thomas Vogel,et al.  Design for inspection of concrete bridges , 2012 .

[10]  M. Büchler,et al.  Alternating current corrosion of cathodically protected pipelines: Discussion of the involved processes and their consequences on the critical interference values , 2012 .

[11]  Dubravka Bjegović,et al.  Durability properties of concrete with blended cements , 2012 .

[12]  Björn Schouenborg,et al.  Covercrete with hybrid functions – A novel approach to durable reinforced concrete structures , 2012 .

[14]  Bryan T. Adey,et al.  On the role of inspections and interventions in infrastructure management , 2012 .

[15]  J. Fullea,et al.  On‐site corrosion rate measurements: 3D simulation and representative values , 2012 .

[16]  J. L. García Calvo,et al.  Ternary mixes with high mineral additions contents and corrosion related properties , 2012 .