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Titlebook: Concrete Fracture Models and Applications; Shailendra Kumar,Sudhirkumar V Barai Book 2011 Springer-Verlag Berlin Heidelberg 2011 Cohesive

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发表于 2025-3-21 17:15:38 | 显示全部楼层 |阅读模式
书目名称Concrete Fracture Models and Applications
编辑Shailendra Kumar,Sudhirkumar V Barai
视频video
概述Covers all important concrete fracture models with numerical examples.Is totally new and covers the latest research works carried out regarding behavior of fracture parameters of concrete.Readers can
图书封面Titlebook: Concrete Fracture Models and Applications; Shailendra Kumar,Sudhirkumar V Barai Book 2011 Springer-Verlag Berlin Heidelberg 2011 Cohesive
描述.Cementitious materials, rocks and fibre-reinforced composites commonly termed as .quasibrittle., need a different fracture mechanics approach to model the crack propagation study because of the presence of significant size of fracture process zone ahead of the crack-tip. Recent studies show that concrete structures manifest three important stages in fracture process: crack initiation, stable crack propagation and unstable fracture or failure. Fracture Mechanics concept can better explain the above various stages including the concepts of ductility, size-effect, strain softening and post-cracking behavior of concrete and concrete structures. .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
出版日期Book 2011
关键词Cohesive toughness; Size-effect; Softening function of concrete; Stress intensity factor; Weight functio
版次1
doihttps://doi.org/10.1007/978-3-642-16764-5
isbn_softcover978-3-642-42304-8
isbn_ebook978-3-642-16764-5
copyrightSpringer-Verlag Berlin Heidelberg 2011
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Gaurav Kumar Jha,Sahana Roy Chowdhurynd . study is also carried out using double-. fracture model. Further, equivalency between double-. and double-. fracture models is also studied numerically. Toward the end, a comprehensive study of the influence of size effect, specimen geometry, softening function, loading condition, etc. on these fracture parameters is carried out.
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Crack Propagation Study Using Double-, and Double-, Fracture Parameters,nd . study is also carried out using double-. fracture model. Further, equivalency between double-. and double-. fracture models is also studied numerically. Toward the end, a comprehensive study of the influence of size effect, specimen geometry, softening function, loading condition, etc. on these fracture parameters is carried out.
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发表于 2025-3-22 12:09:39 | 显示全部楼层
Shailendra Kumar,Sudhirkumar V BaraiCovers all important concrete fracture models with numerical examples.Is totally new and covers the latest research works carried out regarding behavior of fracture parameters of concrete.Readers can
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David Roland-Holst,Maurizio Bussoloharacterized by stress intensity factors (for linear case) or . integrals (for nonlinear case). The concept of linear elastic fracture mechanics is unable to predict the actual fracture behavior of concrete because the length of the fracture process zone is equal or proportional to the characteristi
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David Roland-Holst,Maurizio Bussolod many failure characteristics of the material and structures using fracture mechanics approach. More specifically, it has been shown that the fracture mechanics can better explain the concepts of ductility, size effect, strain softening, and post-cracking behavior of concrete and structures made wi
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