Skip to main content
Log in

Mathematical modeling of three equal collinear cracks in an orthotropic solid

  • Computational Micromechanics of Materials
  • Published:
Meccanica Aims and scope Submit manuscript

Abstract

We consider a homogeneous elastic, orthotropic solid containing three equal collinear cracks, loaded in tension by symmetrically distributed normal stresses. Following Guz’s representation theorem and solving Riemann–Hilbert problems we determine the expressions of the complex potentials. Using the asymptotic analysis, we obtain the asymptotic values of the incremental stress and displacement fields. We determine the tangential stresses near the crack tips. Using the maximum tangential stress criterion and numerical computations we study the interaction problem for a Graphite-epoxy fiber reinforced composite material.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6

Similar content being viewed by others

References

  1. Guz AN (1999) Fundamentals of the three dimensional theory of stability of deformable bodies. Springer, Berlin

    Book  MATH  Google Scholar 

  2. Cristescu ND, Craciun EM, Soos E (2003) Mechanics of elastic composites. CRC Press, Boca Raton

    Google Scholar 

  3. Craciun EM, Soos E (1998) Interaction of two unequal cracks in a prestressed fiber reinforced elastic composite. Int J Fract 94:137–159

    Article  Google Scholar 

  4. Muskhelishvili NI (1953) Some basic problems of the mathematical theory of elasticity. Noordhoff Ltd, Groningen

    MATH  Google Scholar 

  5. Lekhnitski SG (1963) Theory of elasticity of aniosotropic elastic body. Holden Day, San Francisco

    Google Scholar 

  6. Panasyuk VV (2002) Strength and fracture of solids with cracks. National Academy of Sciences of Ukraine, Lviv

    Google Scholar 

  7. Kachanov LM (1974) Fundamentals of fracture mechanics. Nauka, Moskow (in Russian)

    Google Scholar 

  8. Sih GC, Leibowitz H (1968) Mathematical theories of britle fractures. In: Leibowitz H (ed) Fracture—an advanced treatise, vol II, mathematical fundamentals. Academic Press, New York, pp 68–591

    Google Scholar 

  9. Leblond JB (2003) Mecanique de la Rupture Fragile et Ductile, series Etudes en Mecanique des Materiaux et des Structures, Hermes

  10. Sneddon IN, Lowengrub M (1969) Crack problem in the classical theory of elasticity. Wiley, New Jersey

    Google Scholar 

  11. Soos E (1996) Resonance and stress concentration in a pre-stressed elastic solid containing a crack. An apparent paradox. Int J Eng Sci 34:363–374

    Article  MathSciNet  MATH  Google Scholar 

  12. Peride N, Carabineanu A, Craciun EM (2009) Mathematical modelling of the interface crack propagation in a pre-stressed fiber reinforced elastic composite. Comput Mater Sci 45(3):684–692

    Article  Google Scholar 

  13. Carabineanu A, Peride N, Rapeanu E, Craciun EM (2009) Mathematical modelling of the interface crack. A new improved numerical method. Comput Mater Sci 46(3):677–681

    Article  Google Scholar 

  14. Craciun EM, Baesu E, Soos E (2005) General solution in terms of complex potentials for incremental antiplane states in prestressed and prepolarized piezoelectric crystals: application to Mode III fracture propagation. IMA J Appl Math 70(1):39–52

    Article  MathSciNet  MATH  Google Scholar 

  15. Radi E, Bigoni D, Capuani D (2002) Effects of pre-stress on crack field in elastic, incompresible solids. Int J Solids Struct 39:3971–3996

    Article  Google Scholar 

  16. Azhdari A, Obata M, Nemat-Nasser S (2000) Alternative solution methods for cracks problems in plane anisotropic elasticity, with examples. Int J Solids Struct 37:64336478

    MathSciNet  Google Scholar 

  17. Valentini M, Serkov SK, Bigoni D, Movchan AB (1999) Crack propagation in a brittle elastic material with defects. J Appl Mech 66:79–86

    Article  Google Scholar 

  18. Bigoni D, Movchan AB (2002) Statics and dynamics of structural interfaces in elasticity. Int J Solids Struct 39:48434865

    Google Scholar 

  19. Petrova V, Tamusz V, Romalis N (2000) A survey of macro-microcrack interaction problems. Appl Mech Rev 53(5):117–146

    Article  ADS  Google Scholar 

  20. Sih GC (1973) A special theory of crack propagation, In: Sih GC (ed) Mechanics of fracture, vol I. Norhoof Int. Leyden, pp XXI–XLV

  21. Sneddon IN, Lowengrub M (1969) Crack problems in the classical theory of elasticity. Wiley, New York

    MATH  Google Scholar 

  22. Kaminskii AA, Bogdanova OS (1996) Modelling the failure of orthotropic materials subjected to biaxial loading. Int Appl Mech 32(10):813–819

    Article  Google Scholar 

  23. Rose LRF (1986) Microcrack interaction with a main crack. Int J Fract 31:233–242

    Article  Google Scholar 

  24. Sadowski T, Marsavina L, Peride N, Craciun E-M (2009) Cracks propagation and interaction in an orthotropic elastic material: analytical and numerical methods. Comput Mater Sci 46(3):687–693

    Article  Google Scholar 

  25. Dhaliwal RS, Singh BM, Chehil DS (1986) Two coplanar Griffith cracks under shear loading in an infinitely long elastic layer. Eng Fract Mech 23(4):695–704

    Article  Google Scholar 

  26. Tranter CJ (1961) The opening of a pair of coplanar Griffith’s cracks under internal pressure. Q J Mech Appl Mech 13:269–280

    Google Scholar 

  27. Willmore TJ (1969) The distribution of stress in the neighborhood of a crack. Q J Mech Appl Math 53–60

  28. Bogdanova OS (2007) Limiting state of an elastoplastic orthotropic plate with a periodic system of collinear cracks. Int Appl Mech 43(5):539–546

    Article  MathSciNet  Google Scholar 

  29. Kachanov M (1985) A simple technique of stress analysis in elastic solids with many cracks. Int J Fract 28:R11–R19

    Google Scholar 

  30. Aggarwala BD (1998) Three collinear cracks in plane elasticity and related problem. Z Angew Math Mech 78(12):855–860

    Article  MathSciNet  MATH  Google Scholar 

  31. Mukherjee S, Das S (2007) Interaction of three interfacial Griffith cracks between bounded dissimilar orthotropic half planes. Int J Solids Struct 44:5437–5446

    Article  MATH  Google Scholar 

  32. Dhaliwal RS, Singh BM, Rockne JG (1980) Three coplanar Griffith cracks in an infinite elastic layer under antiplane loading. Rundfunktech Mitt 10:435–459

    Google Scholar 

  33. Dhawan GK, Dhaliwal RS (1978) On three coplanar cracks in a transversely isotropic medium. Int J Eng Sci 16(4):253–262

    Article  MATH  Google Scholar 

  34. Tvardovski VV (1990) Further results on rectilinear line cracks and inclusions in anisotropic medium. Theor Appl Fract Mech 13:193–207

    Article  Google Scholar 

  35. Craciun EM, Sadowski T, Rabaea A (2014) Stress concentration in an anisotropic body with three equal collinear cracks in Mode II of fracture. I. Analytical study. Z Angew Math Mech 94(9):721–729

    Article  MathSciNet  MATH  Google Scholar 

  36. Erdogan F, Sih GC (1963) On the crack extension in plates under plane loading and transverse shear. ASME J Basic Eng 85:519–525

    Article  Google Scholar 

  37. Gdoutos EE (1993) Fracture mechanics. An introduction. Kluwer Academic Publishers, Boston

    Book  MATH  Google Scholar 

Download references

Acknowledgments

Financial support of Structural Funds in the Operational Programme - Innovative Economy (IE OP) financed from the European Regional Development Fund - Project "Modern material technologies in aerospace industry", No POIG.0101.02-00-015/08 is gratefully acknowledged (RT-15: Unconventional technologies of joining elements of aeronautical constructions). E.M.C. acknowledges financial support from the ERC Advanced Grant ‘Instabilities and nonlocal multiscale modelling of materials’ FP7-PEOPLE-IDEAS-ERC-2013-AdG (2014-2019). Support by Polish Ministry of Science and Education within the statutory research No S/20/2015 is also acknowledged.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to T. Sadowski.

Appendix

Appendix

From (2.2) we get that \(\varPhi _j(z_j)\) can be multivalued even if \(\varPsi _j(z_j), j=1,2\) are univalued. Consequently, to assure the uniformity of the displacement fields, we must guarantee the uniformity of the potentials \(\varPhi _j(z_j), j=1,2\) on closed path around the two cracks.

We denote by U and V the crack tips and by \(\varLambda \) and \(\varLambda _j\) the corresponding simple closed curves around the crack (UV) in the complex planes \(z=x_1+ix_2\) and respectively \(z_j=x_1+\mu _j x_2, j=1,2\).

According to the relations (2.1) and (2.2) the uniformity of \(u_1\) is assured if the potentials \(\varPsi _j(z_j), j=1,2\) satisfy the restriction:

$$\begin{aligned} \sum _{j=1}^2 \oint _{\varLambda _j} \left( b_j \varPsi _j(z_j)dz_j + \overline{b_j \varPsi _j(z_j)dz_j} \right) = 0. \end{aligned}$$
(5.1)

Taking into account that the integrals involved in (5.1) rest unchanged if \(\varLambda \) and \(\varLambda _j, j=1,2\) are changed, and squeezing the curve \(\varLambda \) around the crack we obtain that the restriction (5.1) is equivalent to the following one:

$$\begin{aligned} {\text {Re}} \left\{ \int _U^V \left( b_1 \varPsi _1^{+}(t) + b_2 \varPsi _2^{+}(t) \right) dt + \int _U^V \left( b_1 \varPsi _1^{-}(t) + b_2 \varPsi _2^{-}(t) \right) dt \right\} = 0. \end{aligned}$$
(5.2)

Using the relations (2.27) and (2.28), the uniformity of \(u_1\) will be assured if and only if the following condition is satisfied for all three cracks:

$$\begin{aligned} \int _U^V \left( b_1 \varPsi _1^{+}(t) + b_2 \varPsi _2^{+}(t) \right) dt = \frac{\varGamma _0}{2} \left\{ p \int _U^V \left( \frac{Q(t)}{i \chi (t)} - 1 \right) dt + \int _U^V\frac{P(t)}{i \chi (t)} dt \right\} , \end{aligned}$$
(5.3)

where \(\varGamma _0\) and the polynomial Q(t) [see (2.28) for coefficients] are given by:

$$\begin{aligned} \varGamma _0 = \frac{b_1\mu _2 - b_2\mu _1}{\varDelta }, \quad Q(t) = \alpha _3 t^3 + \alpha _2 t^2 + \alpha _1 t + \alpha _0. \end{aligned}$$
(5.4)

We have (see [2, 11]):

$$\begin{aligned} {\text {Im}} \varGamma _0 = 0. \end{aligned}$$
(5.5)

Since, the limit values \(\varPsi _1^{-}(t)\) and \(\varPsi _2^{-}(t)\) satisfies the equations

$$\begin{aligned} \varPsi _j^{-}(t) = -\varPsi _j^{+}(t) \end{aligned}$$
(5.6)

we can conclude that the condition (5.3) is fulfilled for all three cracks.

The uniformity of \(u_2\) is assured if the condition will be satisfied

$$\begin{aligned} \sum _{j=1}^2 \oint _{\varLambda _j} \left( c_j \varPsi _j(z_j)dz_j + \overline{c_j \varPsi _j(z_j)dz_j} \right) = 0. \end{aligned}$$
(5.7)

The above condition is fulfilled if we have satisfied the relations

$$\begin{aligned} \int _U^V \frac{p Q(t) + P(t)}{\chi (t)} dt = 0, \end{aligned}$$
(5.8)

for all three cracks, or, in the equivalent form:

$$\begin{aligned} \int _{-(n+2)a}^{-na}\frac{P(t)}{\chi (t)}dt = - p \int _{-(n+2)a}^{-na}\frac{Q(t)}{\chi (t)} , \;\;\;\; \int _{-a}^{a}\frac{P(t)}{\chi (t)}dt = - p \int _{-a}^{a}\frac{Q(t)}{\chi (t)} , \;\;\;\;\nonumber \\ \int _{na}^{(n+2)a}\frac{P(t)}{\chi (t)}dt = - p \int _{na}^{(n+2)a}\frac{Q(t)}{\chi (t)} \end{aligned}$$
(5.9)

where we denoted by P(t) the polynomial:

$$\begin{aligned} P(t) = C_2 t^2 + C_1 t + C_0. \end{aligned}$$
(5.10)

Denoting by

$$\begin{aligned} I_k = \int _{-a}^a \frac{t^k}{\chi (t)} dt, \;\;\; J_k = \int _{na}^{(n+2)a} \frac{t^k}{\chi (t)} dt \end{aligned}$$
(5.11)

observe that

$$\begin{aligned} \int _{-(n+2)a}^{-na} \frac{t^k}{\chi (t)}dt = (-1)^k J_k , \end{aligned}$$
(5.12)

and

$$\begin{aligned} I_{2k+1} = 0 , \;\;\; k = 0, 1, 2, \ldots \end{aligned}$$
(5.13)

with (2.28) the restrictions (5.10) take the following system of algebraic equations:

$$\begin{aligned}&J_0 C_0 - J_1 C_1 + J_2 C_2 = p (J_3 + \alpha _1 J_1) \nonumber \\&I_0 C_0 + I_2 C_2 = 0\nonumber \\&J_0 C_0 + J_1 C_1 + J_2 C_2 = -p (J_3 + \alpha _1 J_1) . \end{aligned}$$
(5.14)

Solving the above system, we get the following values for the coefficients \(C_0, C_1\) and \(C_2\) of the polynomial P(z):

$$\begin{aligned} C_0 = 0, C_1 = - p \left( \frac{J_3}{J_1} + \sigma _1 \right) , C_2 = 0. \end{aligned}$$
(5.15)

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Sadowski, T., Craciun, E.M., Răbâea, A. et al. Mathematical modeling of three equal collinear cracks in an orthotropic solid. Meccanica 51, 329–339 (2016). https://doi.org/10.1007/s11012-015-0254-5

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s11012-015-0254-5

Keywords

Navigation