๐”– Bobbio Scriptorium
โœฆ   LIBER   โœฆ

Crack Analysis in Structural Concrete || Linear Elastic and Nonlinear Fracture Mechanics

โœ Scribed by Shi, Zihai


Book ID
125466757
Publisher
Elsevier
Year
2009
Tongue
English
Weight
830 KB
Edition
1
Category
Article
ISBN
0750684461

No coin nor oath required. For personal study only.

โœฆ Synopsis


This new book on the fracture mechanics of concrete focuses on the latest developments in computational theories, and how to apply those theories to solve real engineering problems. Zihai Shi uses his extensive research experience to present detailed examination of multiple-crack analysis and mixed-mode fracture.

Compared with other mature engineering disciplines, fracture mechanics of concrete is still a developing field with extensive new research and development. In recent years many different models and applications have been proposed for crack analysis; the author assesses these in turn, identifying their limitations and offering a detailed treatment of those which have been proved to be robust by comprehensive use.

After introducing stress singularity in numerical modelling and some basic modelling techniques, the Extended Fictitious Crack Model (EFCM) for multiple-crack analysis is explained with numerical application examples. This theoretical model is then applied to study two important issues in fracture mechanics - crack interaction and localization, and fracture modes and maximum loads. The EFCM is then reformulated to include the shear transfer mechanism on crack surfaces and the method is used to study experimental problems.

With a carefully balanced mixture of theory, experiment and application, Crack Analysis in Structural Concrete is an important contribution to this fast-developing field of structural analysis in concrete.

* Latest theoretical models analysed and tested
* Detailed assessment of multiple crack analysis and multi-mode fractures
* Applications designed for solving real-life engineering problems


๐Ÿ“œ SIMILAR VOLUMES


Shape sensitivity analysis in linear ela
โœ E. Taroco ๐Ÿ“‚ Article ๐Ÿ“… 2000 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 165 KB

Shape sensitivity analysis of an elastic solid in equilibrium with a known load system applied over its boundary is presented in this work. The domain and boundary integral expressions of the ยฎrst-and second-order shape derivatives of the total potential energy are established, by using an arbitrary