Skip to main content
Top
Published in: Journal of Materials Science 2/2018

18-09-2017 | Computation

A generalized weakest-link model for size effect on strength of quasi-brittle materials

Author: Wei-Sheng Lei

Published in: Journal of Materials Science | Issue 2/2018

Log in

Activate our intelligent search to find suitable subject content or patents.

search-config
loading …

Abstract

The work contributes to the statistical approach to unitedly characterize the random variation and size effect of brittle fracture strength of materials. Current practices rely on the conventional Weibull statistics and more recently on the weakest-link statistical model conforming to the uniform spatial distribution of microcracks. Based on the understanding that the weakest-link postulate is built on the mutual independence of microcracks and is not necessarily bounded to the uniform spatial distribution of microcracks, this work develops a generic weakest-link statistical formulation pertaining to a power-law spatial distribution of mutually non-interactive microcracks to synchronize the random variation and size effect of brittle fracture strength. The formulation encompasses both Weibull statistics and the uniform spatial distribution law-based weakest-link model as its subordinate members. A resultant master curve behavior between a compound parameter and the nominal fracture strength is identified for size scaling of strength and is validated by the strength data of a wide spectrum of quasi-brittle materials including wood, concrete, coal, gamma titanium aluminum alloy, nuclear-grade graphite and aluminum foam on geometrically self-similar specimens under same loading conditions.

Dont have a licence yet? Then find out more about our products and how to get one now:

Springer Professional "Wirtschaft+Technik"

Online-Abonnement

Mit Springer Professional "Wirtschaft+Technik" erhalten Sie Zugriff auf:

  • über 102.000 Bücher
  • über 537 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Maschinenbau + Werkstoffe
  • Versicherung + Risiko

Jetzt Wissensvorsprung sichern!

Springer Professional "Technik"

Online-Abonnement

Mit Springer Professional "Technik" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 390 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Maschinenbau + Werkstoffe




 

Jetzt Wissensvorsprung sichern!

Literature
1.
go back to reference Weibull W (1939) A statistical theory of the strength of materials. Ingeniorsvetenskapakademiens Handlinger 151:1–45 Weibull W (1939) A statistical theory of the strength of materials. Ingeniorsvetenskapakademiens Handlinger 151:1–45
2.
go back to reference Lei W-S (2016) Evaluation of the basic formulations for the cumulative probability of brittle fracture with two different spatial distributions of microcracks. Fatigue Fract Eng Mater Struct 39:611–623CrossRef Lei W-S (2016) Evaluation of the basic formulations for the cumulative probability of brittle fracture with two different spatial distributions of microcracks. Fatigue Fract Eng Mater Struct 39:611–623CrossRef
3.
go back to reference Lei W-S (2016) A framework for statistical modeling of plastic yielding initiated cleavage fracture of structural steels. Philos Mag 96:3586–3631CrossRef Lei W-S (2016) A framework for statistical modeling of plastic yielding initiated cleavage fracture of structural steels. Philos Mag 96:3586–3631CrossRef
4.
go back to reference Matthews JR, McClintock FA, Shack W (1976) Statistical determination of surface flaw density in brittle materials. J Am Ceram Soc 59:304–308CrossRef Matthews JR, McClintock FA, Shack W (1976) Statistical determination of surface flaw density in brittle materials. J Am Ceram Soc 59:304–308CrossRef
5.
go back to reference Batdorf SB, Heinisch HL Jr (1978) Weakest link theory reformulated for arbitrary fracture criterion. J Am Ceram Soc 61:355–358CrossRef Batdorf SB, Heinisch HL Jr (1978) Weakest link theory reformulated for arbitrary fracture criterion. J Am Ceram Soc 61:355–358CrossRef
6.
go back to reference Lamon J (1988) Statistical approaches to failure for ceramic reliability assessment. J Am Ceram Soc 71:106–112CrossRef Lamon J (1988) Statistical approaches to failure for ceramic reliability assessment. J Am Ceram Soc 71:106–112CrossRef
7.
go back to reference Nurhuda I, Lam NTK, Gad EF, Calderone I (2010) Estimation of strengths in large annealed glass panels. Int J Solids Struct 47:2591–2599CrossRef Nurhuda I, Lam NTK, Gad EF, Calderone I (2010) Estimation of strengths in large annealed glass panels. Int J Solids Struct 47:2591–2599CrossRef
8.
go back to reference Jeulin D (2011) Multi-scale random sets: from morphology to effective properties and to fracture statistics. J Phys Conf Ser 319:1–11CrossRef Jeulin D (2011) Multi-scale random sets: from morphology to effective properties and to fracture statistics. J Phys Conf Ser 319:1–11CrossRef
9.
go back to reference Lei W-S (2016) A cumulative failure probability model for cleavage fracture in ferritic steels. Mech Mater 93:184–198CrossRef Lei W-S (2016) A cumulative failure probability model for cleavage fracture in ferritic steels. Mech Mater 93:184–198CrossRef
10.
go back to reference Lei W-S (2016) Fracture probability of a randomly oriented microcrack under multi-axial loading for the normal tensile stress criterion. Theor Appl Fract Mech 85:164–172CrossRef Lei W-S (2016) Fracture probability of a randomly oriented microcrack under multi-axial loading for the normal tensile stress criterion. Theor Appl Fract Mech 85:164–172CrossRef
11.
go back to reference Griffith AA (1921) The phenomena of rupture and flow in solids. Philos Trans R Soc Lond A 22:163–198CrossRef Griffith AA (1921) The phenomena of rupture and flow in solids. Philos Trans R Soc Lond A 22:163–198CrossRef
12.
go back to reference Lei W-S, Yu Z (2016) A statistical approach to scaling size effect on strength of concrete incorporating spatial distribution of flaws. Constr Build Mater 122:702–713CrossRef Lei W-S, Yu Z (2016) A statistical approach to scaling size effect on strength of concrete incorporating spatial distribution of flaws. Constr Build Mater 122:702–713CrossRef
13.
go back to reference Lei W-S (2016) Statistics of single-fiber tensile strength incorporating spatial distribution of microcracks. Fatigue Fract Eng Mater Struct 39:1337–1351CrossRef Lei W-S (2016) Statistics of single-fiber tensile strength incorporating spatial distribution of microcracks. Fatigue Fract Eng Mater Struct 39:1337–1351CrossRef
14.
go back to reference Lei W-S, Su P (2016) An approach to scaling size effect on strength of quasi-brittle biomedical materials. J Mech Behav Biomed Mater 62:428–432CrossRef Lei W-S, Su P (2016) An approach to scaling size effect on strength of quasi-brittle biomedical materials. J Mech Behav Biomed Mater 62:428–432CrossRef
15.
go back to reference Yu Z, Lei W-S, Zhai J (2017) A synchronized statistical characterization of size dependence and random variation of breakage strength of individual brittle particles. Powder Technol 317:329–338CrossRef Yu Z, Lei W-S, Zhai J (2017) A synchronized statistical characterization of size dependence and random variation of breakage strength of individual brittle particles. Powder Technol 317:329–338CrossRef
16.
17.
go back to reference Padgett WJ, Durham SD, Mason AM (1995) Weibull analysis of the strength of carbon fibers using linear and power law models for the length effect. J Compos Mater 29:1873–1884CrossRef Padgett WJ, Durham SD, Mason AM (1995) Weibull analysis of the strength of carbon fibers using linear and power law models for the length effect. J Compos Mater 29:1873–1884CrossRef
18.
go back to reference Curtin WA (2000) Tensile strength of fiber-reinforced composites: III. Beyond the traditional Weibull model for fiber strengths. J Compos Mater 34:1301–1332CrossRef Curtin WA (2000) Tensile strength of fiber-reinforced composites: III. Beyond the traditional Weibull model for fiber strengths. J Compos Mater 34:1301–1332CrossRef
19.
go back to reference Dresbach C, Becker T, Reh S, Wischek J, Zur S, Buske C, Schmidt T, Tiefers R (2016) Stochastic reliability model for application in a multidisciplinary optimization of a low pressure turbine blade made of titanium aluminide. Lat Am J Solids Struct 13:2316–2332CrossRef Dresbach C, Becker T, Reh S, Wischek J, Zur S, Buske C, Schmidt T, Tiefers R (2016) Stochastic reliability model for application in a multidisciplinary optimization of a low pressure turbine blade made of titanium aluminide. Lat Am J Solids Struct 13:2316–2332CrossRef
20.
go back to reference Mishnaevsky L, Qing H (2008) Micromechanical modelling of mechanical behavior and strength of wood: state-of-the-art review. Comput Mater Sci 44:363–370CrossRef Mishnaevsky L, Qing H (2008) Micromechanical modelling of mechanical behavior and strength of wood: state-of-the-art review. Comput Mater Sci 44:363–370CrossRef
21.
go back to reference Dill-Langer G, Cruz Hidalgo R, Kun F, Moreno Y, Aicher S, Herrmann HJ (2003) Size dependency of tension strength in natural fiber composites. Physica A 325:547–560CrossRef Dill-Langer G, Cruz Hidalgo R, Kun F, Moreno Y, Aicher S, Herrmann HJ (2003) Size dependency of tension strength in natural fiber composites. Physica A 325:547–560CrossRef
22.
go back to reference Moshtaghin AF, Franke S, Keller T, Vassilopoulos AP (2016) Experimental characterization of longitudinal mechanical properties of clear timber: random spatial variability and size effects. Constr Build Mater 120:432–441CrossRef Moshtaghin AF, Franke S, Keller T, Vassilopoulos AP (2016) Experimental characterization of longitudinal mechanical properties of clear timber: random spatial variability and size effects. Constr Build Mater 120:432–441CrossRef
23.
go back to reference Uhre Pedersen M, Clorius CO, Damkilde L, Hoffmeyer P (2003) A simple size effect model for tension perpendicular to the grain. Wood Sci Technol 37:125–140CrossRef Uhre Pedersen M, Clorius CO, Damkilde L, Hoffmeyer P (2003) A simple size effect model for tension perpendicular to the grain. Wood Sci Technol 37:125–140CrossRef
24.
go back to reference Bazant ZP, Kim J-K, Pfeiffer PA (1986) Nonlinear fracture properties from size effect tests. ASCE J Struct Eng 112:289–307CrossRef Bazant ZP, Kim J-K, Pfeiffer PA (1986) Nonlinear fracture properties from size effect tests. ASCE J Struct Eng 112:289–307CrossRef
25.
go back to reference Marti P (1990) Size effect in double-punch tests on concrete cylinders. ACI Mater J 86:597–601 Marti P (1990) Size effect in double-punch tests on concrete cylinders. ACI Mater J 86:597–601
26.
go back to reference Steart FA (1954) Strength and stability of pillars in coal mines. J Metall Min Soc S Afr 3:309–325 Steart FA (1954) Strength and stability of pillars in coal mines. J Metall Min Soc S Afr 3:309–325
27.
go back to reference Gonzatti C, Zorzi L, Agostini IM, Fiorentini JA, Viero AP, Philipp RP (2014) In situ strength of coal bed based on the size effect study on the uniaxial compressive strength. Int J Min Sci Technol 24:747–754CrossRef Gonzatti C, Zorzi L, Agostini IM, Fiorentini JA, Viero AP, Philipp RP (2014) In situ strength of coal bed based on the size effect study on the uniaxial compressive strength. Int J Min Sci Technol 24:747–754CrossRef
28.
go back to reference Yoon JH, Byun TS, Strizak JP, Snead LL (2011) Characterization of tensile strength and fracture toughness of nuclear graphite NBG-18 using subsize specimens. J Nucl Mat 412:315–320CrossRef Yoon JH, Byun TS, Strizak JP, Snead LL (2011) Characterization of tensile strength and fracture toughness of nuclear graphite NBG-18 using subsize specimens. J Nucl Mat 412:315–320CrossRef
29.
go back to reference Blazy J-S, Marie-Louise A, Forest S, Chastel Y, Pineau A, Awade A, Grolleron C, Moussy F (2004) Deformation and fracture of aluminium foams under proportional and non proportional multi-axial loading: statistical analysis and size effect. Int J Mech Sci 46:217–244CrossRef Blazy J-S, Marie-Louise A, Forest S, Chastel Y, Pineau A, Awade A, Grolleron C, Moussy F (2004) Deformation and fracture of aluminium foams under proportional and non proportional multi-axial loading: statistical analysis and size effect. Int J Mech Sci 46:217–244CrossRef
30.
go back to reference Barrett JD (1974) Effect of size on tension perpendicular-to-grain strength of Douglas-fir. Wood Fiber 6:126–143 Barrett JD (1974) Effect of size on tension perpendicular-to-grain strength of Douglas-fir. Wood Fiber 6:126–143
31.
go back to reference Madsen B, Buchanan AH (1986) Size effects in timber explained by a modified weakest link theory. Can J Civ Eng 13:218–232CrossRef Madsen B, Buchanan AH (1986) Size effects in timber explained by a modified weakest link theory. Can J Civ Eng 13:218–232CrossRef
32.
go back to reference Fonselius M (1997) Effect of size on the bending strength of laminated veneer lumber. Wood Sci Technol 31:399–413CrossRef Fonselius M (1997) Effect of size on the bending strength of laminated veneer lumber. Wood Sci Technol 31:399–413CrossRef
Metadata
Title
A generalized weakest-link model for size effect on strength of quasi-brittle materials
Author
Wei-Sheng Lei
Publication date
18-09-2017
Publisher
Springer US
Published in
Journal of Materials Science / Issue 2/2018
Print ISSN: 0022-2461
Electronic ISSN: 1573-4803
DOI
https://doi.org/10.1007/s10853-017-1574-8

Other articles of this Issue 2/2018

Journal of Materials Science 2/2018 Go to the issue

Premium Partners