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.
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.
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.
Inhaltsangabe
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.
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.
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