Elasto-Plastic Damage Behaviour of Concrete Elements
Autor Hidenori Tanakaen Limba Engleză Paperback – 8 oct 2024
It shows how the mechanical phenomena of familiar concrete structures can be expressed using mathematical models and provides a solid basic understanding of the nonlinear behaviour of concrete structures. It applies elasto-plastic theory to damage mechanics and the modelling of cracks in concrete, drawing on the author’s 25 years of design and construction experience as a professional engineer, as well as recent research.
- Sets out the reality of damage mechanics in concrete
- Connects standard theory with good design and construction practice
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Specificații
ISBN-13: 9781032256177
ISBN-10: 1032256176
Pagini: 112
Ilustrații: 160
Dimensiuni: 156 x 234 mm
Greutate: 0.17 kg
Ediția:1
Editura: CRC Press
Colecția CRC Press
Locul publicării:Boca Raton, United States
ISBN-10: 1032256176
Pagini: 112
Ilustrații: 160
Dimensiuni: 156 x 234 mm
Greutate: 0.17 kg
Ediția:1
Editura: CRC Press
Colecția CRC Press
Locul publicării:Boca Raton, United States
Public țintă
Academic, Postgraduate, and ProfessionalCuprins
1. Introduction. 2. Theory of Elasto-Plastic-Damage Mechanics. 3. Strength Characteristics of Concrete by Elasto-Plastic-Damage Mechanics. 4. Structural Experiments and Numerical Analyses. 5. Applicability of Damage Mechanics to the Concrete Field. References.
Notă biografică
Hidenori Tanaka is a Professor at National Institute of Technology (KOSEN), Gunma College, Japan. He previously worked for 25 years as a design engineer for Japan Mining Corporation and Penta Ocean Construction Corporation.
Descriere
This presents practical experiment results on concrete structure performance, with numerical analyses and case studies, and applies elasto-plastic theory to damage mechanics and the modelling of cracks in concrete. It shows mathematical models of mechanical phenomena to eplain the nonlinear behaviour of concrete structures.