This text is an examination of the nonlinear phenomena created when
fractures develop in structural materials upon application of
static, cyclic or dynamic external loads. Incorporated in the
volume are the mathematical models aimed at the quantative
prediction of ductile failure in strain-hardening metallic alloys,
or quasi-brittle fracture in strain-softening materials such as
rock, concrete and cementitious composites. By scrutinizing the
microstructure (mesomechanics) involved, the text incorporates
certain recommendations concerning new technologies and procedures
required in the manufacture of high performance materials with
enhanced resistance to crack propagation and superior mechanical
properties.
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