Quasibrittle materials are becoming increasingly important for modern engineering. They include concretes, fiber composites, tough (coarse-grained) or toughened ceramics, rocks (including shale), sea ice, wood, carton, stiff soils, rigid foams, glass, bone, dental and biomaterials, as well as all brittle materials on the micro or nano scale. Their salient feature is that the size of fracture process zone is non-negligible compared to the structural dimensions. This causes intricate energetic and statistical size effects and leads to size-dependent probability distribution of strength that is transitional between Gaussian and Weibullian.
At the failure probability of one in a million, which is the maximum tolerable as it is orders of magnitude smaller than other risks to which people are willingly exposed, the difference in design strength between the Gaussian and Weibull distributions is enormous—almost 2:1. At this probability level, the strength distribution cannot be tested directly and requires a fundamental theory, whose experimental verification can be obtained through the predicted size effect. The size effect on strength statistics, a quintessential property of quasibrittle materials, has profound implications for reliability-based structural design, in which the widely used reliability indices and safety factors need to be modified to incorporate the size dependence.
Probabilistic Mechanics of Quasibrittle Structures presents a recently developed mechanics-based probabilistic theory of strength and lifetime statistics, which aims to address the ensuing difficult challenges for safe design of quasibrittle structures.
Drawing upon years of practical experience, fundamental theoretical advances and laboratory testing, and using numerous examples and illustrative applications, the authors cover:
· Rigorous theory with detailed derivations yet no superfluous mathematical sophistication.
· Mathematical relation of quasibrittle strength statistics to the size effect on structural strength.
· Comprehensive experimental verifications, which include extensive data on strength, lifetime, size effect and fatigue kinetics of engineering and dental ceramics.
· Realistic approximations for reliability-based structural design.
· Fracture kinetics under both static and cyclic fatigue loading and its size effect.
· Statistical multiscale transition bridging the atomistic scale and structural scale.
· Statistics of structural strength and lifetime, size effect and reliability indices.
· Ramification to gate dielectrics breakdown with analogous mathematical formulation.
For the contents of the book, please refer to http://www.civil.northwestern.edu/people/bazant/PDFs/Papers/B7-Probabilistic%20Mechanics%20of%20Quasibrittle%20Structures.pdf