The book covers the application of numerical methods to reinforced concrete structures. Reinforced concrete structures deviate from linear elastic theories with respect to cracking, bond and nonlinear and time dependent behavior of concrete and reinforcement. These effects have to be considered for a realistic assessment of the behavior of reinforced concrete structures with respect to ultimate limit states and serviceability limit states. The book gives a compact review of finite element and other numerical methods. The key to such methods is given through a proper description of material behavior. Thus, the book summarizes the essential material properties of concrete and reinforcement and their interaction through bond. These basics are applied to different structural types like bars, beams, strut and tie models, plates, slabs and shells. This includes prestressing of structures, cracking, nonlinear stress-strain relations, creeping, shrinkage and temperature. Appropriate methods are developed for each structural type. Dynamic problems are treated as well as short time quasi-static problems and long-time transient problems like creep and shrinkage. Most problems are illustrated by examples which are solved by a program package ConFem based on the free available python programming language. The ConFem source code together with the problem data is available under open source rules in combination with this book. The author intends to demonstrate the potentials and limitations of numerical methods for simulation of reinforced concrete structures addressing students, teachers, researchers and designing and checking engineers.

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