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Closed-Form Solution for the Stresses in Brazilian Disc Tests Under Vertical Uniform Loads

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Abstract

Loading arcs, which create a definite contact range and have a radius equal to the test specimen, have been recently introduced into Brazilian disc tests, which are common indirect tensile strength tests. Inspired by the testing apparatus, a new kind of loading pattern acting on the disc is assumed: the vertical uniform load. This load can be resolved into radial and tangential surface forces on the loaded rims of the specimen. Under the assumptions of isotropic, linear-elastic, and homogenous disc materials, the explicit closed-form expressions for the full-field stresses in the disc are derived by the complex variable method. The analytical solutions satisfy the stress boundary condition, and the analytical results are in good agreement with the numerical simulations. Based on the closed-form solutions, it is analytically proven that the maximum tensile stress occurs at the disc center. Then, the suggested formula for the tensile strength, which is related to the contact range, the external load, and the size of specimen, is provided.

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Abbreviations

A, B, C, D :

The end points of contact boundary on disc in physical plane

A′, B′, C′, D′:

The points of A, B, C, D mapped in imagine plane

d, t :

The diameter and thickness of specimen

\(E,\mu\) :

Young’s modulus and Poisson’s ratio of the disc

\(f_{j}^{y}\) :

The vertical force applied along the y direction on the jth node

l :

The horizontal length of contact range on disc

L :

The boundary of disc in physical plane

P :

Externally applied load

\({P_{\text{max} }}\) :

Failure load

q :

The vertical loading density on disc

\({q_\rho },{q_{\rho \theta }}\) :

The surface forces along the radial and tangential directions on disc

R :

The radius of disc

\(r,\theta\) :

Polar radius and angle in physical plane (z plane)

\({x_j}\) :

The x coordinate of the jth node

z :

The complex variable, \(z=x+iy=r{{\text{e}}^{i\theta }}\)

\({X_n},{Y_n}\) :

The surface forces on unit area along x and y directions

\(\alpha\) :

The semi-angle of contact range on disc

\(\beta\) :

The angle in contact range, \(\beta \in [ - \alpha ,{\kern 1pt} {\kern 1pt} {\kern 1pt} \alpha ]\)

\(\zeta\) :

The complex variable of unit disc in imagine plane, \(\zeta =\xi +i\eta =\rho {{\text{e}}^{i\theta }}\)

\(\gamma\) :

The boundary of unit circle in imagine plane

\(\rho\) :

The modulus of \(\zeta\)

\(\sigma\) :

The boundary point of unit circle in image plane, \(\sigma ={{\text{e}}^{i\theta }}\)

\({\sigma _\rho },{\sigma _\theta },{\tau _{\rho \theta }}\) :

Radial, tangential, and shear stress components of disc

\({\sigma _t}\) :

The tensile strength of disc suggested by ISRM and ASTM

\({\sigma _t}^{\prime }\) :

The suggested tensile strength of disc under the vertical uniform load

\(\varphi (z),\psi (z)\) :

The complex potentials in physical plane

\(\varphi (\zeta ),\psi (\zeta )\) :

The complex potentials in imagine plane

References

  • Akazawa T (1943) New test method for evaluating internal stress due to compression of concrete (the splitting tension test) (part 1). J Jpn Soc Civ Eng 29:777–787

    Google Scholar 

  • Aono Y, Tani K, Okada T, Sakai M (2012) Failure mechanism of the specimen in the splitting tensile strength test. In: Proceedings of the 7th Asian rock mechanics symposium, Seoul, South Korea, pp 615–623

  • ASTM D3967-08 (2008) Standard test method for splitting tensile strength of intact rock core specimens. ASTM, West Conshohocken

    Google Scholar 

  • 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, pp 126–129

  • Chen CS, Pan E, Amadei B (1998) Determination of deformability and tensile strength of anisotropic rock using Brazilian tests. Int J Rock Mech Min Sci 35:43–61

    Article  Google Scholar 

  • Claesson J, Bohloli B (2002) Brazilian test: stress field and tensile strength of anisotropic rocks using an analytical solution. Int J Rock Mech Min Sci 39:991–1004

    Article  Google Scholar 

  • Colback PSB (1967) An analysis of brittle fracture initiation and propagation in the Brazilian test. In: Proceedings of the 1st congress of ISRM, pp 385–391

  • Erarslan N, Williams DJ (2012) Experimental, numerical and analytical studies on tensile strength of rocks. Int J Rock Mech Min Sci 49:21–30

    Article  Google Scholar 

  • Erarslan N, Liang ZZ, Williams DJ (2012) Experimental and numerical studies on determination of indirect tensile strength of rocks. Int J Rock Mech Min Sci 45:739–751

    Google Scholar 

  • Hertz H (1895) Gesammelete werke (collected works), vol 1. Leipzig

  • 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

    Google Scholar 

  • ISRM (Co-ordinator: Ouchterlony, F.) (1988) Suggested methods for determining the fracture toughness of rock. Int J Rock Mech Min Sci Geomech Abstr 25, 71–96

    Google Scholar 

  • Jaeger JC, Cook NGW (1976) Fundamentals of rock mechanics. Chapman and Hall, London

    Google Scholar 

  • Jaeger JC, Hoskins ER (1966) Rock failure under the confined Brazilian test. J Geophys Res 71:2651–2659

    Article  Google Scholar 

  • Japaridze L (2015) Stress-deformed state of cylindrical specimens during indirect tensile strength testing. J Rock Mech Geotech Eng 7:509–518

    Article  Google Scholar 

  • Komurlu E, Kesimal A (2015) Evaluation of indirect tensile strength of rocks using different types of jaws. Rock Mech Rock Eng 48:1723–1730

    Article  Google Scholar 

  • Komurlu E, Kesimal A, Demir S (2016) Experimental and numerical analyses on determination of indirect (splitting) tensile strength of cemented paste backfill materials under different loading apparatus. Geomech Eng 10:775–791

    Article  Google Scholar 

  • Kourkoulis SK, Markides CF, Chatzistergos PE (2003) The Brazilian disc under parabolically varying load: theoretical and experimental study of the displacement field. Int J Solids Struct 40:959–972

    Google Scholar 

  • Kourkoulis SK, Markides CF, Chatzistergos PE (2013) The standardized Brazilian disc test as a contact problem. Int J Rock Mech Min Sci 57:132–141

    Article  Google Scholar 

  • Lavrov A, Vervoort A (2002) Theoretical treatment of tangential loading effects on the Brazilian test stress distribution. Int J Rock Mech Min Sci 39:275–283

    Article  Google Scholar 

  • Li D, Wong LNY (2013) The Brazilian disc test for rock mechanics applications: review and new insights. Rock Mech Rock Eng 46:269–287

    Article  Google Scholar 

  • Ma CC, Hung KM (2008) Exact full-field analysis of strain and displacement for circular disks subjected to partially distributed compressions. Int J Mech Sci 50:275–292

    Article  Google Scholar 

  • Markides CF, Kourkoulis SK (2012a) The stress field in a standardized Brazilian disc: the influence of the loading type acting on the actual contact length. Rock Mech Rock Eng 45:145–158

    Article  Google Scholar 

  • Markides CF, Kourkoulis SK (2013) Naturally accepted boundary conditions for the Brazilian disc test and the corresponding stress field. Rock Mech Rock Eng 46:959–980

    Article  Google Scholar 

  • Markides CF, Kourkoulis SK (2016) The influence of jaw’s curvature on the results of the Brazilian disc test. J Rock Mech Geotech Eng 8(2):127–146

    Article  Google Scholar 

  • Markides CF, Pazis DN, Kourkoulis SK (2010a) Closed full-field solutions for stresses and displacements in the Brazilian disk under distributed radial load. Int J Rock Mech Min Sci 47:227–237

    Article  Google Scholar 

  • Markides CF, Pazis DN, Kourkoulis SK (2011) Influence of friction on the stress field of the Brazilian tensile test. Rock Mech Rock Eng 44:113–119

    Article  Google Scholar 

  • Markides CF, Pazis DN, Kourkoulis SK (2012b) The Brazilian disc under non-uniform distribution of radial pressure and friction. Int J Rock Mech Min Sci 50:47–55

    Article  Google Scholar 

  • Muskhelishvili NI (1963) Some basic problems of the mathematical theory of elasticity, Part 2–5. Noordhoff

  • Tong J, Wong KY, Lupton C (2007) Determination of interfacial fracture toughness of bone–cement interface using sandwich Brazilian disks. Eng Fract Mech 74:1904–1916

    Article  Google Scholar 

  • Wei XX, Chau KT (2002) Analytic solution for finite transversely isotropic circular cylinders under the axial point load test. J Eng Mech 128:209–219

    Article  Google Scholar 

  • Wei XX, Chau KT (2013) Three dimensional analytical solution for finite circular cylinders subjected to indirect tensile test. Int J Solids Struct 50:2395–2406

    Article  Google Scholar 

  • Wijk G (1978) Some new theoretical aspects of indirect measurements of the tensile strength of rocks. Int J Rock Mech Min Sci Geomech Abstr 15:149–160

    Article  Google Scholar 

  • Ye J, Wu FQ, Sun JZ (2009) Estimation of the tensile elastic modulus using Brazilian disc by applying diametrically opposed concentrated loads. Int J Rock Mech Min Sci 46:568–576

    Article  Google Scholar 

  • Yu Y (2005) Questioning the validity of the Brazilian test for determining tensile strength of rocks. Chin J Rock Mech Eng 24:1150–1157

    Google Scholar 

  • Yu Y, Yin J, Zhong Z (2006) Shape effects in the Brazilian tensile strength test and a 3D FEM correction. Int J Rock Mech Min Sci 43:623–627

    Article  Google Scholar 

  • Yu Y, Zhang JX, Zhang J (2009) A modified Brazilian disc tension test. Int J Rock Mech Min Sci 46:421–425

    Article  Google Scholar 

  • Yu JH, Shang XC, Wu PF (2016) Experimental study and theoretical analysis on shale strength (in Chinese). Sci Sin Tech 46:135–141. https://doi.org/10.1360/N092016-00007

    Article  Google Scholar 

  • Yuan R, Shen B (2017) Numerical modelling of the contact condition of a Brazilian disk test and its influence on the tensile strength of rock. Int J Rock Mech Min Sci 93:54–65

    Article  Google Scholar 

Download references

Acknowledgements

The study is supported by the Natural Science Foundation of China (Grant numbers 11572126 and 51704117) and the Fundamental Research Funds for the Central Universities (Grant number NCEPU2016XS59).

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Correspondence to Shaojie Wang.

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Lu, A., Wang, S. & Cai, H. Closed-Form Solution for the Stresses in Brazilian Disc Tests Under Vertical Uniform Loads. Rock Mech Rock Eng 51, 3489–3503 (2018). https://doi.org/10.1007/s00603-018-1511-4

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