Computational Methods For Reinforced Concrete Structures

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RUR 6405.52
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The book covers the application of numerical methods to reinforced concrete structures

Appropriate methods are developed for each structural type

Large displacement and dynamic problems are treated as well as short-term quasi-static problems and long-term transient problems like creep and shrinkage

Most problems are illustrated by examples which are solved by the program package ConFem, based on the freely available Python programming language

The ConFem source code together with the problem data is available under open source rules at concrete-fem.com

The author aims to demonstrate the potential and the limitations of numerical methods for simulation of reinforced concrete structures, addressing students, teachers, researchers and designing and checking engineers.

The book gives a compact review of finite element and other numerical methods

The key to these methods is through a proper description of material behavior

These basics are applied to different structural types such as bars, beams, strut and tie models, plates, slabs and shells

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

This includes prestressing of structures, cracking, nonlinear stressstrain relations, creeping, shrinkage and temperature changes

Thus, the book summarizes the essential material properties of concrete and reinforcement and their interaction through bond

To analyze reinforced concrete structures linear elastic theories are inadequate because of cracking, bond and the nonlinear and time dependent behavior of both concrete and reinforcement

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