Crack Analysis in Structural Concrete

Zihai Shi

ISBN 10: 0750684461 / ISBN 13: 9780750684460

Published by Elsevier Science Jun 2009, 2009

About this Item

This item is printed on demand - it takes 3-4 days longer - Neuware -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 344 pp. Englisch.

Seller Inventory # 9780750684460

Bibliographic Details

• Title: Crack Analysis in Structural Concrete
• Publisher: Elsevier Science Jun 2009
• Publication Date: 2009
• Language: English
• ISBN 10: 0750684461
• ISBN 13: 9780750684460
• Binding: Buch
• Condition: Neu

About this title

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

About the Author

Zihai Shi; R&D Centre, Nippon Koei Co., Ltd.; 2304 Inarihara, Tsukuba-shi, Ibaraki 300-1259He has engaged in renovation design of ageing sewers since 1995, and is familiar with resilience theories and practices in structural engineering.