Kotsovos / Cotsovos | Assessment of Reinforced Concrete Structures | Buch | 978-1-032-90937-0 | www.sack.de

Buch, Englisch, 152 Seiten, Format (B × H): 156 mm x 234 mm

Kotsovos / Cotsovos

Assessment of Reinforced Concrete Structures

The Compressive-Force Path Method
1. Auflage 2026
ISBN: 978-1-032-90937-0
Verlag: Taylor & Francis Ltd

The Compressive-Force Path Method

Buch, Englisch, 152 Seiten, Format (B × H): 156 mm x 234 mm

ISBN: 978-1-032-90937-0
Verlag: Taylor & Francis Ltd


This work outlines the limitations of current methods used to assess the structural integrity of reinforced concrete structures and their need for repair or strengthening. These limitations underlie the unexpected, and often catastrophic, failures repeatedly suffered by such structures under extreme events, such as strong earthquakes, and, occasionally, even under normal service conditions.

The Compressive Force Path (CFP) method offers an alternative method capable of eliminating these limitations. Unlike code methods, it incorporates real, rather than assumed, material properties, and, in doing so, provides predictions that are in close agreement with the behaviour of concrete structures as established from experimental evidence and field observations.

The book first presents the experimental information underlying the development of the CFP method and the manner in which it is applied to structural assessment. This is followed by applications of the method for identifying the locations and causes of failure and determining the load-carrying capacity of typical members of existing structures and test specimens that have suffered unexpected damage. By comparing predicted structural performance with real-life behaviour, the CFP method, unlike the code methods, is shown to be capable to provide reliable information which is essential for making informed decisions regarding the management of existing concrete structures.

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Zielgruppe


Academic and Postgraduate

Weitere Infos & Material


1. Behaviour of RC Structures 2. The Compressive-Force Path Method 3. Applications Epilog


Michael D. Kotsovos is a Professor of Concrete Structures at the National Technical University of Athens, Greece. He is the author of four books on the analysis and design of concrete structures, including Finite-Element Modelling of Structural Concrete: Short-Term Static and Dynamic Loading Conditions, published by Taylor & Francis.

Demetrios Cotsovos is an Associate Professor in Structural Engineering at Heriot Watt University, UK. His research activities cover a wide range of topics related with the analysis and design of concrete structures and the implementation of research output into practice.



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