Skip to main content
Log in

Why are crack paths in concrete and mortar different from those in PMMA?

  • Published:
Materials and Structures Aims and scope Submit manuscript

Abstract

Experiments by Bazant and Pfeiffer on concrete and mortar seem to indicate that crack growth does not necessarily take place under Mode I conditions. In order to investigate the influence of the material, experiments were carried out in PMMA with similar geometry to that used by Bazant and Pfeiffer and a numerical simulation was made assuming Mode I crack growth. The experimental results for PMMA differ significantly from those in concrete and mortar, but agree closely with the result from the numerical simulations. The difference is believed to be explained by the fact that small-scale yielding conditions are not realized well enough in concrete and mortar. A fairly large region of small cracks probably influences the crack growth direction.

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.

Similar content being viewed by others

References

  1. Erdogan, F. and Sih, G. C., ‘On the crack extension in plates under plane loading and transverse shear,’J. Basic Engng 85 (1963) 519–523.

    Google Scholar 

  2. Williams, J. G. and Ewing, P. D., ‘Fracture under complex stress—the angled crack problem,’Int. J. Fract. Mech. 8 (1972) 441–446.

    Google Scholar 

  3. Melin, S., ‘When does a crack grow under mode II conditions?,’Int. J. Fract. 30 (1986) 103–114.

    MathSciNet  Google Scholar 

  4. Idem, ‘Fracture from a straight crack subjected to mixed mode loading’Int. J. Fract.,32 (1987) 257–263.

    Google Scholar 

  5. Bazant, Z. P. and Pfeiffer, P. A., ‘Shear fracture tests of concrete,’Matér. Constr. 19 (110) (1986) 111–121.

    Google Scholar 

  6. Barsoum, R. S., ‘Application of quandratic isoparametric finite elements in linear fracture mechanics,’Int. J. Fract. 10 (1974) 603–605.

    Article  Google Scholar 

  7. Melin, S., ‘The infinitesimal kink,’ Report LUTFD2/(TFHF-3022/1-19/(1985) (Division of Solid Mechanics, Lund Institute of Technology, Lund).

    Google Scholar 

  8. Cotterell, B. and Rice, J. R., ‘Slightly kinded or curved cracks,’Int. J. Fract. 16 (1980) 155–169.

    Article  Google Scholar 

  9. Hillerborg, A., Mode'er, M. and Peterson, P. E., ‘Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements,’Cement Concr. Res. 6 (1976) 773–782.

    Article  Google Scholar 

  10. Bazant, Z. P., ‘Mechanics of disturbed cracking,’Appl. Mech. Rev. 39 (5) (1986) 675–705.

    Article  Google Scholar 

  11. Broberg, K. B., ‘On crack paths,’Engng Fract. Mech. in press.

Download references

Author information

Authors and Affiliations

Authors

Rights and permissions

Reprints and permissions

About this article

Cite this article

Melin, S. Why are crack paths in concrete and mortar different from those in PMMA?. Materials and Structures 22, 23–27 (1989). https://doi.org/10.1007/BF02472691

Download citation

  • Issue Date:

  • DOI: https://doi.org/10.1007/BF02472691

Keywords

Navigation