Department of Mechanics: Seminar: Abstract Bazant 2019: Difference between revisions

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'''Monday, 16 September 2019, 11:00-12:00'''  
'''Monday, 16 September 2019, 11:00-12:00'''  


The failure probability of engineering structures such as bridges, airframes and MEMS ought to be <10-6. This is a challenge. For perfectly brittle and ductile materials obeying the Weibull or Gaussian failure probability distribution functions (pdf) with the same coefficient of variation, the distances from the mean strength to 10-6 differ by about 2:1. For quasibrittle or architectured materials such as concrete, composites, tough ceramics, rocks, ice, foams, bone or nacre, this distance can be anywhere in-between. Hence, a new theory is needed. The lecture begins with a review of the recent formulation of Gauss-Weibull statistics derived from analytical nano-macro scale transitions and equality of probability and frequency of interatomic bond ruptures governed by activation energy. Extensions to the lifetime pdf based on subcritical crack growth is pointed out. Then, motivated by the nanoscale imbricated lamellar architecture of nacre, a new probability model with alternating series and parallel links, resembling a diagonally-pulled fishnet, has been developed. After the weakest-link and fiber-bundle models, it is the third model tractable analytically. It allows for a continuous transition between Gaussian and Weibull distributions, and is strongly size-dependent. The original fishnet model for strength of fishnet with brittle links is extended to quasibrittle links and is handled by order statistics. The size effect on the mean fishnet strength is a new kind of Type 1 size effect. It is found to consist of a series of intermediate asymptotes of decreasing slope and can be used for calibrating the fishnet distribution. Finally it is observed that random particulate materials such a concrete may follow the fishnet statistics in the low probability range. Comparisons with experimental histograms and size-effect tests support the theory.           
The failure probability of engineering structures such as bridges, airframes and MEMS ought to be <1/1,000,000. This is a challenge. For perfectly brittle and ductile materials obeying the Weibull or Gaussian failure probability distribution functions (pdf) with the same coefficient of variation, the distances from the mean strength to 1/1,000,000 differ by about 2:1. For quasibrittle or architectured materials such as concrete, composites, tough ceramics, rocks, ice, foams, bone or nacre, this distance can be anywhere in-between. Hence, a new theory is needed. The lecture begins with a review of the recent formulation of Gauss-Weibull statistics derived from analytical nano-macro scale transitions and equality of probability and frequency of interatomic bond ruptures governed by activation energy. Extensions to the lifetime pdf based on subcritical crack growth is pointed out. Then, motivated by the nanoscale imbricated lamellar architecture of nacre, a new probability model with alternating series and parallel links, resembling a diagonally-pulled fishnet, has been developed. After the weakest-link and fiber-bundle models, it is the third model tractable analytically. It allows for a continuous transition between Gaussian and Weibull distributions, and is strongly size-dependent. The original fishnet model for strength of fishnet with brittle links is extended to quasibrittle links and is handled by order statistics. The size effect on the mean fishnet strength is a new kind of Type 1 size effect. It is found to consist of a series of intermediate asymptotes of decreasing slope and can be used for calibrating the fishnet distribution. Finally it is observed that random particulate materials such a concrete may follow the fishnet statistics in the low probability range. Comparisons with experimental histograms and size-effect tests support the theory.           


'''Selected references''' <br>
'''Selected references''' <br>
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#    Bažant, Z.P., Le, J.-L., and Bazant, M.Z. (2008). “Scaling of strength and lifetime distributions based on atomistic fracture mechanics.”  Proc. of the Nat. Academy of Sciences, 106 (28), 11484-11489.
#    Bažant, Z.P., Le, J.-L., and Bazant, M.Z. (2008). “Scaling of strength and lifetime distributions based on atomistic fracture mechanics.”  Proc. of the Nat. Academy of Sciences, 106 (28), 11484-11489.
#    Le, J.-L., Bažant, Z.P., and Bazant, M.Z. (2011). “Unified Nano-Mechanics Based Probabilistic Theory of Quasibrittle and Brittle Structures.” J. of the Mechanics and Physics of Solids 59, 1291—1321.
#    Le, J.-L., Bažant, Z.P., and Bazant, M.Z. (2011). “Unified Nano-Mechanics Based Probabilistic Theory of Quasibrittle and Brittle Structures.” J. of the Mechanics and Physics of Solids 59, 1291—1321.
#     Le, Jia-Liang, and Bažant, Z.P. (2014). “Finite weakest-link model of lifetime distribution of quasibrittle structures under fatigue loading." Mathematics and Mechanics of Solids 19(1), 56—70.
# Le, Jia-Liang, and Bažant, Z.P. (2014). “Finite weakest-link model of lifetime distribution of quasibrittle structures under fatigue loading." Mathematics and Mechanics of Solids 19(1), 56—70.
#   Bažant, Z.P. (2019). ``A precis of fishnet statistics for tail probability of failure of materials with alternating series and parallel links."  Physical Mesomechanics 22 (1) (Special Issue in memory of G.I. Barenblatt), in press.
# Bažant, Z.P. (2019). ``A precis of fishnet statistics for tail probability of failure of materials with alternating series and parallel links."  Physical Mesomechanics 22 (1) (Special Issue in memory of G.I. Barenblatt), in press.

Latest revision as of 08:00, 15 July 2019

Fishnet Statistics for Quasibrittle Materials with Nacre-Like Alternating Series and Parallel Links: Design for Failure Probability < 1/1,000,000

Zdeněk P. Bažant, Northwestern University, Evanston, Illinois, USA

Room B-366, Faculty of Civil Engineering, CTU in Prague

Monday, 16 September 2019, 11:00-12:00

The failure probability of engineering structures such as bridges, airframes and MEMS ought to be <1/1,000,000. This is a challenge. For perfectly brittle and ductile materials obeying the Weibull or Gaussian failure probability distribution functions (pdf) with the same coefficient of variation, the distances from the mean strength to 1/1,000,000 differ by about 2:1. For quasibrittle or architectured materials such as concrete, composites, tough ceramics, rocks, ice, foams, bone or nacre, this distance can be anywhere in-between. Hence, a new theory is needed. The lecture begins with a review of the recent formulation of Gauss-Weibull statistics derived from analytical nano-macro scale transitions and equality of probability and frequency of interatomic bond ruptures governed by activation energy. Extensions to the lifetime pdf based on subcritical crack growth is pointed out. Then, motivated by the nanoscale imbricated lamellar architecture of nacre, a new probability model with alternating series and parallel links, resembling a diagonally-pulled fishnet, has been developed. After the weakest-link and fiber-bundle models, it is the third model tractable analytically. It allows for a continuous transition between Gaussian and Weibull distributions, and is strongly size-dependent. The original fishnet model for strength of fishnet with brittle links is extended to quasibrittle links and is handled by order statistics. The size effect on the mean fishnet strength is a new kind of Type 1 size effect. It is found to consist of a series of intermediate asymptotes of decreasing slope and can be used for calibrating the fishnet distribution. Finally it is observed that random particulate materials such a concrete may follow the fishnet statistics in the low probability range. Comparisons with experimental histograms and size-effect tests support the theory.

Selected references

  1. Luo, Wen, and Bažant, Z.P. (2017). ``Fishnet model for failure probability tail of nacre-like imbricated lamellar materials." Proc. Nat. Acad. of Sciences 114 (49), 12900--12905.
  2. Luo, Wen, and Bažant, Z.P. (2017). ``Fishnet statistics for probabilistic strength and scaling of nacreous imbricated lamellar materials." J. Mech. Phys. of Solids 109, 264—287.
  3. Luo, Wen, and, Z.P. Bažant (2018). ``Fishnet model with order statistics for tail probability of failure of nacreous biomimetic materials with softening interlaminar links." JMPS 121, 281—295.
  4. Z.P. Bažant and J.-L. Le (2017) Probabilistic Mechanics of Quasibrittle Structures: Strength, Lifetime and Size Effect, Cambridge
  5. Bažant, Z.P. (2004). “Scaling theory for quasibrittle structural failure.” Proc., Nat. Acad. of Sciences 101 (37), 14000—14007.
  6. Bažant, Z.P., and Pang, S.-D. (2006). “Mechanics based statistics of failure risk of quasibrittle structures and size effect on safety factors.” Proc. of the National Academy of Sciences 103(25), 9434-9439.
  7. Bažant, Z.P., Le, J.-L., and Bazant, M.Z. (2008). “Scaling of strength and lifetime distributions based on atomistic fracture mechanics.” Proc. of the Nat. Academy of Sciences, 106 (28), 11484-11489.
  8. Le, J.-L., Bažant, Z.P., and Bazant, M.Z. (2011). “Unified Nano-Mechanics Based Probabilistic Theory of Quasibrittle and Brittle Structures.” J. of the Mechanics and Physics of Solids 59, 1291—1321.
  9. Le, Jia-Liang, and Bažant, Z.P. (2014). “Finite weakest-link model of lifetime distribution of quasibrittle structures under fatigue loading." Mathematics and Mechanics of Solids 19(1), 56—70.
  10. Bažant, Z.P. (2019). ``A precis of fishnet statistics for tail probability of failure of materials with alternating series and parallel links." Physical Mesomechanics 22 (1) (Special Issue in memory of G.I. Barenblatt), in press.
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