The Theory of Materials FailureOUP Oxford, 14 mar 2013 - 296 páginas A complete and comprehensive theory of failure is developed for homogeneous and isotropic materials. The full range of materials types are covered from very ductile metals to extremely brittle glasses and minerals. Two failure properties suffice to predict the general failure conditions under all states of stress. With this foundation to build upon, many other aspects of failure are also treated, such as extensions to anisotropic fiber composites, cumulative damage, creep and fatigue, and microscale and nanoscale approaches to failure. |
Índice
The Failure Theory for Isotropic Materials | |
Isotropic Materials Failure Behavior | |
Fracture Mechanics | |
Experimental and Theoretical Evaluation | |
Failure Theory Applications | |
Defining Yield Stress and Failure Stress Strength | |
Anisotropic Unidirectional Fiber Composites Failure | |
Anisotropic Fiber Composite Laminates Failure | |
Micromechanics Failure Analysis | |
Nanomechanics Failure Analysis | |
Damage Cumulative Damage Creep and Fatigue Failure | |
Probabilistic Failure and Probabilistic Life Prediction | |
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Términos y frases comunes
anisotropic applications approach atoms brittle behavior brittle limit calibrated Chapter Christensen composite materials Coulomb–Mohr creep rupture D/B transition derivation ductile and brittle ductile material ductile metals ductile or brittle ductile/brittle transition ductility levels effect evaluation example failure behavior failure criteria failure envelope failure modes failure number failure properties failure stress failure surface failure theory fatigue fiber composites fracture criterion fracture mechanics given graphene involve isotropic materials lamina level laminate linear elastic load macroscopic materials failure materials types matrix phase maximum micromechanics Miner's rule Mises criterion nanoscale non-dimensionalized normal stress paraboloid parameters physical plane plastic Poisson’s ratio polymers polynomial-invariants power law prediction pressure principal stress space probabilistic problem progressive damage quasi-isotropic range scale shear strength shear stress shown in Fig simple shear specific static strength strain tensile stress testing three-dimensional Tresca two-dimensional two-property uniaxial compressive uniaxial tension values of T/C Weibull distribution yield stress