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This book presents an experimentally validated probabilistic strength theory of structures made of concrete, composites, ceramics and other quasibrittle materials.
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This book presents an experimentally validated probabilistic strength theory of structures made of concrete, composites, ceramics and other quasibrittle materials.
Hinweis: Dieser Artikel kann nur an eine deutsche Lieferadresse ausgeliefert werden.
Hinweis: Dieser Artikel kann nur an eine deutsche Lieferadresse ausgeliefert werden.
Produktdetails
- Produktdetails
- Verlag: Cambridge University Press
- Seitenzahl: 320
- Erscheinungstermin: 28. April 2017
- Englisch
- Abmessung: 260mm x 183mm x 22mm
- Gewicht: 799g
- ISBN-13: 9781107151703
- ISBN-10: 1107151708
- Artikelnr.: 46984821
- Herstellerkennzeichnung
- Books on Demand GmbH
- In de Tarpen 42
- 22848 Norderstedt
- info@bod.de
- 040 53433511
- Verlag: Cambridge University Press
- Seitenzahl: 320
- Erscheinungstermin: 28. April 2017
- Englisch
- Abmessung: 260mm x 183mm x 22mm
- Gewicht: 799g
- ISBN-13: 9781107151703
- ISBN-10: 1107151708
- Artikelnr.: 46984821
- Herstellerkennzeichnung
- Books on Demand GmbH
- In de Tarpen 42
- 22848 Norderstedt
- info@bod.de
- 040 53433511
Zdenek P. Bazant received his PhD from the Czechoslovak Academy of Sciences in 1963.He joined Northwestern University, Illinois in 1969, where he has been W. P. Murphy Professor since 1990 and simultaneously McCormick Institute Professor since 2002, and Director of the Center for Geomaterials (1981-7). He is a member of the US National Academy of Sciences, the US National Academy of Engineering, the American Academy of Arts and Sciences, and the Royal Society of London, as well as the Austrian Academy of Sciences, the Engineering Academy of the Czech Republic, the Italian National Academy, the Spanish Royal Academy of Engineering, the Istituto Lombardo, Milan, the Academia Europaea, London, and the European Academy of Sciences and Arts. Bazant is an Honorary Member of the American Society of Civil Engineers (ASCE), the American Society of Mechanical Engineers (ASME), the American Concrete Institute, and RILEM (International Union of Laboratories and Experts in Construction Materials, Systems and Structures), Paris. He has received the Austrian Cross of Honor for Science and Art, First Class, 7 honorary doctorates, ASME Timoshenko, Nadai and Warner Medals, the ASCE von Karman, Newmark, Biot, Mindlin and Croes Medals and Lifetime Achievement Award, the Society of Engineering Science William Prager Medal, and the RILEM L'Hermite Medal, among others. He is the author of Scaling of Structural Strength (2002), Inelastic Analysis of Structures (with Milan Zirásek, 2001), Fracture and Size Effect in Concrete and Other Quasibrittle Materials (with Jaime Planas, 1997), Stability of Structures (with Luigi Cedolin, 2010) and Concrete at High Temperatures (with Maurice F. Kaplan, 1996). In 2015, ASCE established ZP Baant Medal for Failure and Damage Prevention. He is one of the original top 100 ISI Highly Cited Scientists in Engineering (www.ISIhighlycited.com).
1. Introduction; 2. Review of classical statistical theory of structural
strength and structural safety, and of classical fundamentals; 3. Review of
fracture mechanics and deterministic size effect in quasibrittle
structures; 4. Failure statistics of nanoscale structures; 5. Nano-macro
scale bridging of probability distributions of static and fatigue
strengths; 6. Multiscale modeling of fracture kinetics and size effect
under static and cyclic fatigue; 7. Size effect on probability
distributions of strength and lifetime of quasibrittle structures; 8.
Computation of probability distributions of structural strength and
lifetime; 9. Indirect determination of strength statistics of quasibrittle
structures; 10. Statistical distribution and size effect on residual
strength after sustained load; 11. Size effect on reliability indices and
safety factors; 12. Crack length effect on scaling of structural strength
and type 1 to 2 transition; 13. Effect of stress singularities on scaling
of structural strength; 14. Lifetime of high-k gate dielectrics and its
analogy with failure statistics of quasibrittle structures.
strength and structural safety, and of classical fundamentals; 3. Review of
fracture mechanics and deterministic size effect in quasibrittle
structures; 4. Failure statistics of nanoscale structures; 5. Nano-macro
scale bridging of probability distributions of static and fatigue
strengths; 6. Multiscale modeling of fracture kinetics and size effect
under static and cyclic fatigue; 7. Size effect on probability
distributions of strength and lifetime of quasibrittle structures; 8.
Computation of probability distributions of structural strength and
lifetime; 9. Indirect determination of strength statistics of quasibrittle
structures; 10. Statistical distribution and size effect on residual
strength after sustained load; 11. Size effect on reliability indices and
safety factors; 12. Crack length effect on scaling of structural strength
and type 1 to 2 transition; 13. Effect of stress singularities on scaling
of structural strength; 14. Lifetime of high-k gate dielectrics and its
analogy with failure statistics of quasibrittle structures.
1. Introduction; 2. Review of classical statistical theory of structural
strength and structural safety, and of classical fundamentals; 3. Review of
fracture mechanics and deterministic size effect in quasibrittle
structures; 4. Failure statistics of nanoscale structures; 5. Nano-macro
scale bridging of probability distributions of static and fatigue
strengths; 6. Multiscale modeling of fracture kinetics and size effect
under static and cyclic fatigue; 7. Size effect on probability
distributions of strength and lifetime of quasibrittle structures; 8.
Computation of probability distributions of structural strength and
lifetime; 9. Indirect determination of strength statistics of quasibrittle
structures; 10. Statistical distribution and size effect on residual
strength after sustained load; 11. Size effect on reliability indices and
safety factors; 12. Crack length effect on scaling of structural strength
and type 1 to 2 transition; 13. Effect of stress singularities on scaling
of structural strength; 14. Lifetime of high-k gate dielectrics and its
analogy with failure statistics of quasibrittle structures.
strength and structural safety, and of classical fundamentals; 3. Review of
fracture mechanics and deterministic size effect in quasibrittle
structures; 4. Failure statistics of nanoscale structures; 5. Nano-macro
scale bridging of probability distributions of static and fatigue
strengths; 6. Multiscale modeling of fracture kinetics and size effect
under static and cyclic fatigue; 7. Size effect on probability
distributions of strength and lifetime of quasibrittle structures; 8.
Computation of probability distributions of structural strength and
lifetime; 9. Indirect determination of strength statistics of quasibrittle
structures; 10. Statistical distribution and size effect on residual
strength after sustained load; 11. Size effect on reliability indices and
safety factors; 12. Crack length effect on scaling of structural strength
and type 1 to 2 transition; 13. Effect of stress singularities on scaling
of structural strength; 14. Lifetime of high-k gate dielectrics and its
analogy with failure statistics of quasibrittle structures.