Aging concrete structures: a review of mechanics and concepts

The safe and cost-efficient management of our built infrastructure is a challenging task considering the expected service life of at least 50 years. In spite of time-dependent changes in material properties, deterioration processes and changing demand by society, the structures need to satisfy many technical requirements related to serviceability, durability, sustainability and bearing capacity. This review paper summarizes the challenges associated with the safe design and maintenance of aging concrete structures and gives an overview of some concepts and approaches that are being developed to address these challenges

OPERATIONAL METHODS FOR THE ASSESSMENT AND MANAGEMENT OF AGING INFRASTRUCTURE

The aims and scope of the Handbook is to provide designers with a general methodology for the assessment of existing structures, which is illustrated step by step, referring to the selected case studies. The case studies have been chosen not only in order to cover as much as possible the actual variety of infrastructures and materials, but also different building periods, from the sixteenth century to the most recent past. In this way, it is possible to consider structures designed according to different approaches; in fact, while recent structures have been designed according to Codes, Standards, Guidelines or theoretical models, the most ancient ones have been designed according to empirical rules or architectural canons, therefore the understanding of original design ideas often requires that survey and in-situ measurements and investigations are supplement with historical studies. In the presentation of case studies, beside the reference to the general procedures provided by modern Codes and ISO 13822 in particular, the above mentioned necessity of understanding original design ideas and the significance of the engineering judgement in the diagnosis of the structural decays are emphasized, aiming to communicate to the reader a correct way to approach existing structures. The references mentioned in each chapter provide additional background materials, further guidance and information, allowing to widen the significance and the field of application of the assessment methods illustrated for each case study

Research posters’ eBook: according to 1st WORKSHOP with “Focus on experimental testing of cement based materials”

COST Action TU 140

International RILEM Conference on Materials, Systems and Structures in Civil Engineering Conference segment on Service Life of Cement-Based Materials and Structures

Vol. 2O volume I encontra-se disponível em: http://hdl.handle.net/1822/4341

Proceedings of the International RILEM Conference Materials, Systems and Structures in Civil Engineering segment on Service Life of Cement-Based Materials and Structures

Vol. 1O volume II encontra-se disponível em: http://hdl.handle.net/1822/4390

Numerical and Experimental Investigations on Corrosion and Self-Protection Processes in Reinforced Concrete

The chloride induced corrosion of steel in concrete is one of the biggest durability issues affecting structures worldwide. Concrete structures that are installed in marine environment and those exposed frequently to de-icing salts in the winter season, such as bridges and parking structures, are particularly susceptible to corrosion induced damage. In worst cases, the structure is unable to fulfil its entire service life and needs extensive repairs or is decommissioned quite early. Such situations can have a strong impact on society which is dependent on infrastructures for mobility and transportation of essential materials. Moreover, the economic losses are predicted in billions in the coming future and can impact the global economy. In an attempt to increase the service life of concrete structures with respect to chloride durability, Layered Double Hydroxides (LDH) are introduced as chloride ion entrapping additive in concrete. LDH encapsulates chloride ions from the environment which can extend the service life of concrete structures. It can also be tailored to deliver corrosion inhibiting ions which can mitigate the chloride induced damage in concrete. A new concrete mix with LDH was developed in this work for building long lasting infrastructure exposed to chloride ingress in submerged marine zones. Predictive modelling approaches are used to study the corrosion processes and chloride durability of concrete. Multi-ion transport model is used to predict the efficiency of LDH in concrete concerning chloride ingress. Computational results are presented which compare chloride ingress in concrete with and without LDH. Formation factor has been used in this study to determine the microstructure related properties of concrete with and without LDH. Additionally, experimental investigations are presented which report on the stability and chloride binding capacity of LDH in synthetic alkaline solutions, concrete pore solutions, mortars and also in concrete. The compatibility of LDH with cement is also presented. The work highlights that LDH is able to improve the chloride durability of concrete. Furthermore, In-situ investigations are carried out to understand the stability of LDH inside concrete

SynerCrete’18: interdisciplinary approaches for cement-based materials and structural concrete: synergizing expertise and bridging scales of space and time, vol. 2

info:eu-repo/semantics/publishedVersio

鉄筋腐食の空間変動性を考慮したRC部材の構造性能評価

早大学位記番号:新7806早稲田大