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Concrete Fracture Models and Applications (Paperback, 2011 ed.)
Loot Price: R2,927
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Concrete Fracture Models and Applications (Paperback, 2011 ed.)
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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 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 the
KR-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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