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Fracture and Size Effect in Concrete and Other Quasibrittle Materials (New Directions in Civil Engineering)
 
 
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Fracture and Size Effect in Concrete and Other Quasibrittle Materials (New Directions in Civil Engineering) [Hardcover]

Zdenek P. Bazant (Author), Jaime Planas (Author)

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Book Description

084938284X 978-0849382840 December 29, 1997 1
Fracture and Size Effect in Concrete and Other Quasibrittle Materials is the first in-depth text on the application of fracture mechanics to the analysis of failure in concrete structures. The book synthesizes a vast number of recent research results in the literature to provide a comprehensive treatment of the topic that does not give merely the facts - it provides true understanding.

The many recent results on quasibrittle fracture and size effect, which were scattered throughout many periodicals, are compiled here in a single volume. This book presents a well-rounded discussion of the theory of size effect and scaling of failure loads in structures. The size effect, which is the most important practical manifestation of fracture behavior, has become a hot topic. It has gained prominence in current research on concrete and quasibrittle materials.

The treatment of every subject in Fracture and Size Effect in Concrete and Other Quasibrittle Materials proceeds from simple to complex, from specialized to general, and is as concise as possible using the simplest level of mathematics necessary to treat the subject clearly and accurately. Whether you are an engineering student or a practicing engineer, this book provides you with a clear presentation, including full derivations and examples, from which you can gain real understanding of fracture and size effect in concrete and other quasibrittle materials.

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Inside This Book (learn more)
First Sentence:
Fracture mechanics is a failure theory that 1. determines material failure by energy criteria, possibly in conjunction with strength (or yield) criteria, and 2. considers failure to be propagating throughout the structure rather than simultaneous throughout the entire failure zone or surface. Read the first page
Key Phrases - Statistically Improbable Phrases (SIPs): (learn more)
size effect law, cohesive crack model, microplane model, asymptotic size effect, crack band model, size effect curve, bilinear softening curve, crack band width, axial splitting microcracks, series coupling model, crack opening profile, size effect plot, size asymptotic behavior, uniaxial volume, multifractal scaling law, stress relief zone, fracture process zone size, infinitely large specimen, size effect method, postpeak softening, rotating crack model, quasibrittle materials, diametral extension, small size asymptotics, cohesive cracks
Key Phrases - Capitalized Phrases (CAPs): (learn more)
Structural Design, Nonlocal Continuum Modeling of Damage Localization, Model Code, Green's Lagrangian, Approximate Energy-Based Methods, Determination of R-Curve, Basic Criticisms of Classical Weibull-Type Approach, Calculation of Displacements, Fatigue Figure, Fracture Toughness Determinations Based, Handling of Stress Singularity, Series Material
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