The book presents a basic introduction on the various nonlinear concrete fracture models considering the respective fracture parameters. To this end, a thorough state-of-the-art review on various aspects of the material behavior and development of different concrete fracture models is presented. The development of cohesive crack model for standard test geometries using commonly used softening functions is shown and extensive studies on the behavior of cohesive crack fracture parameters are also carried out. The subsequent chapter contains the extensive study on the double-K and double-G fracture parameters in which some recent developments on the related fracture parameters are illustrated including introduction of weight function method to Double-K Fracture Model and formulization of size-effect behavior of the double-K fracture parameters. The application of weight function approach for determining of theKR-curve associated with cohesive stress distribution in the fracture process zone is also presented. Available test data are used to validate the new approach. Further, effect of specimen geometry, loading condition, size-effect and softening function on various fracture parameters is investigated. Towards the end, a comparative study between different fracture parameters obtained from various models is presented.
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"The book presents various nonlinear models of concrete fracture with definition of the corresponding fracture parameters. ... this comprehensive analysis of real behavior of concrete gives new findings in the systematization of results of different authors. The book will be useful not only to teachers and students concerning with the concrete fracture and related issues, but also to specialists incorporating the basic fracture principles into design standards." (I. A. Parinov, Zentralblatt MATH, Vol. 1215, 2011)








