Skip to main content
Erschienen in: Rock Mechanics and Rock Engineering 5/2013

01.09.2013 | Original Paper

Naturally Accepted Boundary Conditions for the Brazilian Disc Test and the Corresponding Stress Field

verfasst von: Ch. F. Markides, S. K. Kourkoulis

Erschienen in: Rock Mechanics and Rock Engineering | Ausgabe 5/2013

Einloggen

Aktivieren Sie unsere intelligente Suche, um passende Fachinhalte oder Patente zu finden.

search-config
loading …

Abstract

The stress field developed in the Brazilian disc is determined assuming that the disc is under the influence of a combination of two load distributions, namely normal (radial)- and shear (frictional)-stresses, both of them acting along two finite symmetric arcs of the disc periphery. The nature of the two distributions as well as the extent of the loaded arcs are obtained from the solution of the respective contact problem according to which the disc and the jaw are considered as a system of two elastic plane bodies in contact pressed against each other. Emphasis is given to the stresses due to friction since the stress field due to the specific distribution of radial pressure is already known. It is concluded that the role of friction cannot be ignored, especially in the immediate vicinity of the contact rim. Moreover, for high surface roughness the overall transverse normal stress component in this region becomes of tensile nature indicating increased possibility of premature local cracking (taking into account the low tensile strength of the materials tested using the Brazilian disc test). On the other hand, the stress field at the disc’s center is totally insensitive to both the exact distribution of radial pressure and also to the presence or absence of friction. It is thus indicated that in case fracture in the immediate vicinity of the contact rim is by some means suppressed (reducing for example drastically the coefficient of friction) the results of the Brazilian disc test correspond, in a satisfactory manner, to those predicted by Hondros’ classic approach.

Sie haben noch keine Lizenz? Dann Informieren Sie sich jetzt über unsere Produkte:

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!

Anhänge
Nur mit Berechtigung zugänglich
Literatur
Zurück zum Zitat Addinall E, Hackett P (1964) Tensile failure in rock-like materials. In: Spokes EM, Christiansen CR (eds) Proceedings of the 6th Symposium on Rock Mechanics. University of Missouri at Rolla, Rolla, pp 515–538 Addinall E, Hackett P (1964) Tensile failure in rock-like materials. In: Spokes EM, Christiansen CR (eds) Proceedings of the 6th Symposium on Rock Mechanics. University of Missouri at Rolla, Rolla, pp 515–538
Zurück zum Zitat Akazawa T (1943) New test method for evaluating internal stress due to compression of concrete (the splitting tension test) (part1). J Jpn Soc Civil Eng 29:777–787 Akazawa T (1943) New test method for evaluating internal stress due to compression of concrete (the splitting tension test) (part1). J Jpn Soc Civil Eng 29:777–787
Zurück zum Zitat Carneiro FLLB (1943) A new method to determine the tensile strength of concrete. In: Proceedings of the 5th Meeting of the Brazilian Association for Technical Rules, 3d. Section, 16 Sept 1943, pp 126–129 (in Portuguese) Carneiro FLLB (1943) A new method to determine the tensile strength of concrete. In: Proceedings of the 5th Meeting of the Brazilian Association for Technical Rules, 3d. Section, 16 Sept 1943, pp 126–129 (in Portuguese)
Zurück zum Zitat Conway HD, Engel PA (1969) Contact stresses in slabs due to round rough indenters. Int J Mech Sci 11:709–722CrossRef Conway HD, Engel PA (1969) Contact stresses in slabs due to round rough indenters. Int J Mech Sci 11:709–722CrossRef
Zurück zum Zitat Fairhurst C (1964) On the validity of the ‘Brazilian’ test for brittle materials. Int J Rock Mech Mining Sci 1:535–546CrossRef Fairhurst C (1964) On the validity of the ‘Brazilian’ test for brittle materials. Int J Rock Mech Mining Sci 1:535–546CrossRef
Zurück zum Zitat Ghobrial MI (1989) A photoelastic investigation on the contact stresses developed in rolls during asymmetrical flat rolling. Int J Mech Sci 31:751–764CrossRef Ghobrial MI (1989) A photoelastic investigation on the contact stresses developed in rolls during asymmetrical flat rolling. Int J Mech Sci 31:751–764CrossRef
Zurück zum Zitat Hondros G (1959) The evaluation of Poisson’s ratio and the modulus of materials of a low tensile resistance by the Brazilian (indirect tensile) test with particular reference to concrete. Aust J Appl Sci 10:243–268 Hondros G (1959) The evaluation of Poisson’s ratio and the modulus of materials of a low tensile resistance by the Brazilian (indirect tensile) test with particular reference to concrete. Aust J Appl Sci 10:243–268
Zurück zum Zitat Hooper JA (1971) The failure of glass cylinders in diametral compression. J Mech Phys Solids 19:179–200CrossRef Hooper JA (1971) The failure of glass cylinders in diametral compression. J Mech Phys Solids 19:179–200CrossRef
Zurück zum Zitat ISRM (Co-ordinators: Z.T. Bieniawski and I. Hawkes) (1978) Suggested methods for determining indirect tensile strength by the Brazil test. Int J Rock Mech Mining Sci Geomech Abstr 15:102–103 ISRM (Co-ordinators: Z.T. Bieniawski and I. Hawkes) (1978) Suggested methods for determining indirect tensile strength by the Brazil test. Int J Rock Mech Mining Sci Geomech Abstr 15:102–103
Zurück zum Zitat Kourkoulis SK, Exadaktylos GE, Vardoulakis I (1999) U-notched Dionysos Pentelicon marble in three point bending: the effect of nonlinearity, anisotropy and microstructure. Int J Fract 98:369–392CrossRef Kourkoulis SK, Exadaktylos GE, Vardoulakis I (1999) U-notched Dionysos Pentelicon marble in three point bending: the effect of nonlinearity, anisotropy and microstructure. Int J Fract 98:369–392CrossRef
Zurück zum Zitat Kourkoulis SK, Markides ChF, Chatzistergos PE (2012a) The Brazilian disc under parabolically varying load: theoretical and experimental study of the displacement field. Int J Solids Struct 49:959–972CrossRef Kourkoulis SK, Markides ChF, Chatzistergos PE (2012a) The Brazilian disc under parabolically varying load: theoretical and experimental study of the displacement field. Int J Solids Struct 49:959–972CrossRef
Zurück zum Zitat Kourkoulis SK, Markides ChF, Hemsley JA (2012c) Frictional stresses at the disc-jaw interface during the standardized execution of the Brazilian disc test. Acta Mech doi:10.1007/s00707-012-0756-3 Kourkoulis SK, Markides ChF, Hemsley JA (2012c) Frictional stresses at the disc-jaw interface during the standardized execution of the Brazilian disc test. Acta Mech doi:10.​1007/​s00707-012-0756-3
Zurück zum Zitat Kourkoulis SK, Markides ChF, Bakalis G (2013) Elastic contact of smooth cylinders by caustics: the Brazilian-disc test. In: Proceedings of the 10th international congress on mechanics of the Hellenic society for theoretical and applied mechanics. Chania, Crete Kourkoulis SK, Markides ChF, Bakalis G (2013) Elastic contact of smooth cylinders by caustics: the Brazilian-disc test. In: Proceedings of the 10th international congress on mechanics of the Hellenic society for theoretical and applied mechanics. Chania, Crete
Zurück zum Zitat Lanaro F, Sato T, Stephensson O (2009) Microcrack modelling of Brazilian tensile tests with the boundary element method. Int J Rock Mech Mining Sci 46:450–461CrossRef Lanaro F, Sato T, Stephensson O (2009) Microcrack modelling of Brazilian tensile tests with the boundary element method. Int J Rock Mech Mining Sci 46:450–461CrossRef
Zurück zum Zitat Lavrov A, Vervoort A (2002) Theoretical treatment of tangential loading effects on the Brazilian test stress distribution. Int J Rock Mech Mining Sci 39:275–283CrossRef Lavrov A, Vervoort A (2002) Theoretical treatment of tangential loading effects on the Brazilian test stress distribution. Int J Rock Mech Mining Sci 39:275–283CrossRef
Zurück zum Zitat Markides ChF, Kourkoulis SK (2012) The stress field in a standardized Brazilian disc: the influence of the loading type acting on the actual contact length. Rock Mech Rock Eng 45:145–158CrossRef Markides ChF, Kourkoulis SK (2012) The stress field in a standardized Brazilian disc: the influence of the loading type acting on the actual contact length. Rock Mech Rock Eng 45:145–158CrossRef
Zurück zum Zitat Markides ChF, Pazis DN, Kourkoulis SK (2011) The influence of friction on the stress field of the Brazilian tensile test. Rock Mech Rock Eng 44:113–119CrossRef Markides ChF, Pazis DN, Kourkoulis SK (2011) The influence of friction on the stress field of the Brazilian tensile test. Rock Mech Rock Eng 44:113–119CrossRef
Zurück zum Zitat Markides ChF, Pazis DN, Kourkoulis SK (2012) The Brazilian disc under non uniform distribution of radial pressure and friction. Int J Rock Mech Mining Sci 50:47–55CrossRef Markides ChF, Pazis DN, Kourkoulis SK (2012) The Brazilian disc under non uniform distribution of radial pressure and friction. Int J Rock Mech Mining Sci 50:47–55CrossRef
Zurück zum Zitat Mellor M, Hawkes I (1971) Measurement of tensile strength by diametral compression of discs and annuli. Eng Geol 5:173–225CrossRef Mellor M, Hawkes I (1971) Measurement of tensile strength by diametral compression of discs and annuli. Eng Geol 5:173–225CrossRef
Zurück zum Zitat Muskhelishvili NI (1963) Some basic problems of the mathematical theory of elasticity. Noordhoff, Groningen Muskhelishvili NI (1963) Some basic problems of the mathematical theory of elasticity. Noordhoff, Groningen
Zurück zum Zitat Raptis KG, Papadopoulos GA, Costopoulos TN, Tsolakis AD (2011) Experimental study of load sharing in roller-bearing contact by caustics and photoelasticity. Am J Eng Appl Sci 4(2):294–300CrossRef Raptis KG, Papadopoulos GA, Costopoulos TN, Tsolakis AD (2011) Experimental study of load sharing in roller-bearing contact by caustics and photoelasticity. Am J Eng Appl Sci 4(2):294–300CrossRef
Zurück zum Zitat Theocaris PS (1978) The load distribution in the generalized contact problem by caustics. In: Proceedings of the 3rd national congress on theoretical and applied mechanics. Varna, Bulgaria, 13–16 Sept 1977, vol. III, pp 105–143 Theocaris PS (1978) The load distribution in the generalized contact problem by caustics. In: Proceedings of the 3rd national congress on theoretical and applied mechanics. Varna, Bulgaria, 13–16 Sept 1977, vol. III, pp 105–143
Zurück zum Zitat Theocaris PS, Stassinakis CA (1978) The elastic contact of two disks by the method of caustics. Exp Mech 18(11):409–415CrossRef Theocaris PS, Stassinakis CA (1978) The elastic contact of two disks by the method of caustics. Exp Mech 18(11):409–415CrossRef
Zurück zum Zitat Timoshenko SP, Goodier JN (1970) Theory of elasticity. McGraw-Hill, New York Timoshenko SP, Goodier JN (1970) Theory of elasticity. McGraw-Hill, New York
Metadaten
Titel
Naturally Accepted Boundary Conditions for the Brazilian Disc Test and the Corresponding Stress Field
verfasst von
Ch. F. Markides
S. K. Kourkoulis
Publikationsdatum
01.09.2013
Verlag
Springer Vienna
Erschienen in
Rock Mechanics and Rock Engineering / Ausgabe 5/2013
Print ISSN: 0723-2632
Elektronische ISSN: 1434-453X
DOI
https://doi.org/10.1007/s00603-012-0351-x

Weitere Artikel der Ausgabe 5/2013

Rock Mechanics and Rock Engineering 5/2013 Zur Ausgabe