Analiza mechanizmów pękania betonu w mikro i makro skali

Perlman A. B. and Sih G. C., “Elastostatic problems of curvilinear cracks in bonded dissimilar materials”, International Journal of Engineering Science, no. 5 (II), 1967, pp. 845-867.
DOI: https://doi.org/10.1016/0020-7225(67)90009-2   Google Scholar

Willis J. R., “Fracture mechanics of internal cracks”, Journ. Mech. Phys. Solids, no. 19(6), 1971, pp. 353-368.
DOI: https://doi.org/10.1016/0022-5096(71)90004-4   Google Scholar

Vile G. W. D., “The strength of concrete under short-term static biaxial stress”, Proc. Int. Conf. Structure of Concrete. (Eds. A.E. Brooks, K. Newman). Cem. Concr. Assoc., 1968, pp. 275-288.
  Google Scholar

Shah S. P. and Winter G., “Inelastic behaviour and fracture of concrete”, Journ. Am. Concr. Inst., no. 63(9), 1966, pp. 925-930.
DOI: https://doi.org/10.14359/7659   Google Scholar

Stroeven P., “Some aspects of the micromechanics of concrete”, PhD Thesis, Delft University of Technology, Delft Univ. Press, 1973.
  Google Scholar

Stroeven P., “Geometric probability approach to the examination of micro-cracking in plain concrete”, Journal of Materials Science 14, 1979, pp. 1141-1151.
DOI: https://doi.org/10.1007/BF00561298   Google Scholar

Stroeven P., “Some observations on micro-cracking in concrete subjected to various loading regimes”, Engineering Fracture Mechanics, vol. 35(4/5), 1990, pp. 775-782.
DOI: https://doi.org/10.1016/0013-7944(90)90161-9   Google Scholar

Stroeven P., “Damage mechanisms in fiber reinforced concrete composites“, in Comptes rendus des neuvième journées nationales sur les composites (Eds. J.-P. Favre, A. Vautrin), AMAC, JNC 9 (in French), 1994, pp. 925-938.
  Google Scholar

Stroeven P. “Damage evolution in compressed concrete”, in: Proceedings of the International Conference on Fracture (Ed. A. Carpinteri), University of Turin, Italy (on CD), 2005.
  Google Scholar

Stroeven P., 50 years’ focus on concrete – from meter- to nano-scale, Media Center Rotterdam, 2015.
  Google Scholar

Perry C. and Gillott J. E., “The influence of mortar aggregate bond strength on the behaviour of concrete in compression”, Cement and Concrete Research, vol. 7(5), 1977, pp. 553-564.
DOI: https://doi.org/10.1016/0008-8846(77)90117-X   Google Scholar

Benkemoun N., Khazraji H. A., Poullain P., Choinska M. and Khelidj A., “3-D mesoscale simulation of crack-permeability coupling in the Brazilian splitting test”, International Journal for Numerical and Analytical Methods in Geomechanics, vol. 42(1), 2017, pp. 1-20.
DOI: https://doi.org/10.1002/nag.2749   Google Scholar

Hillerborg A., Modeer M. and Petersson P. E., “Analysis of Crack Formation and Crack Growth in Concrete by Means of Fracture Mechanics and Finite Elements”, Cement and Concrete Research, vol. 6, 1976, 773-782.
DOI: https://doi.org/10.1016/0008-8846(76)90007-7   Google Scholar

RILEM Draft Recommendation, Determination of the fracture energy of mortar and concrete by means of three-point bent tests on notched beams, Matériaux et Constructions, vol. 18(106), 1985, pp. 258-290.
DOI: https://doi.org/10.1007/BF02472918   Google Scholar

Bažant Z. P. and Oh B. H., “Crack Band Theory for Fracture of Concrete”, Matériaux et Constructions, vol. 16(193), 1983, pp. 155-177.
DOI: https://doi.org/10.1007/BF02486267   Google Scholar

Cedolin L., Poli S. D. and Iori I., “Experimental Determination of the Fracture Process Zone in Concrete”, Cement and Concrete Research, vol. 13, 1983, pp. 557-567.
DOI: https://doi.org/10.1016/0008-8846(83)90015-7   Google Scholar

CEB-FIP Model Code 1990, Bulletins d’information, no. 196.
  Google Scholar

Kleinschrodt H. D. and Winkler H., “The Influence of the Maximum Aggregate Size and the Size of Specimen on Fracture Mechanics Parameters”, Fracture Toughness and Fracture Energy of Concrete. Ed. by F. H. Wittmann, Elsevier Science Publishers B. V., Amsterdam, 1986, pp. 391-402.
  Google Scholar

Słowik M., “The analysis of failure in concrete and reinforced concrete beams with different reinforcement ratio”, Archive of Applied Mechanics, vol. 89, 2019, pp. 885-895.
DOI: https://doi.org/10.1007/s00419-018-1476-5   Google Scholar

Kwon H., Zhao Z. and Shah S. P., “Effect of specimen size on fracture energy and softening curve of concrete: Part II. Inverse analysis and softening curve”, Cement and Concrete Research, vol. 38 (8-9), 2008, pp. 1061-1069.
DOI: https://doi.org/10.1016/j.cemconres.2008.03.014   Google Scholar

Kumar S. and Bara V. S., “Size-effect of fracture parameters for crack propagation in concrete: a comparative study”, Computers and Concrete, vol. 9(1), 2012, pp. 1-19.
DOI: https://doi.org/10.12989/cac.2012.9.1.001   Google Scholar

Hoover C. G. and Bažant Z. P., “Cohesive Crack, Size Effect, Crack Band and Work-of-Fracture Models Compared to Comprehensive Concrete Fracture Tests”, International Journal of Fracture, vol. 187(1), 2014, pp. 133-143.
DOI: https://doi.org/10.1007/s10704-013-9926-0   Google Scholar

Słowik M., “The analysis of Crack Formation in Concrete and Slightly Reinforced Concrete Member in Bending”, in Brittle Matrix Composites 8. Edited by A.M. Brandt, V. C. Li, I. H. Marshall, Woodhead Publishing Limited, Cambridge and Zturek Research-Scientific Institute, Warsaw, 2006, pp. 351-360.
DOI: https://doi.org/10.1533/9780857093080.351   Google Scholar

Słowik M. and Błazik-Borowa E., “The Influence of Aggregate Size on the Width of Fracture Process Zone in Concrete Members”, in Brittle Matrix Composites 9, Woodhead Publishing Limited, Cambridge and IFTR, Warsaw, 2009, pp. 429-438.
DOI: https://doi.org/10.1533/9781845697754.429   Google Scholar

Słowik M., “Numerical analysis of the width of fracture process zone in concrete beams”, Computational Materials Science, vol. 50, 2011, pp. 1347-1352.
DOI: https://doi.org/10.1016/j.commatsci.2010.05.013   Google Scholar

Hu X. Z. and Wittmann F. H., “Fracture energy and fracture process zone”, Materials and Structures, vol. 25, 1992, pp. 319-326.
DOI: https://doi.org/10.1007/BF02472590   Google Scholar

Bažant Z. P. and Planas, J., Fracture and Size Effect in Concrete and Other Quasibrittle Materials. London: CRC Press, 1998.
  Google Scholar

Rossello C., Elices M. and Guinea G. V., “Fracture of model concrete: 2. Fracture energy and characteristic length”, Cement and Concrete Research, vol. 36(7), 2006, pp. 1345-1353.
DOI: https://doi.org/10.1016/j.cemconres.2005.04.016   Google Scholar

Mechanical Behavior of Concrete, Edited by Torrenti J. M., Pijaudier-Cabot G. and Reynouard J. M., John Wiley & Sons, Inc., 2013, pp. 63-120.
  Google Scholar

Carloni C., “Analyzing bond characteristics between composites and quasi-brittle substrates in the repair of bridges and other concrete structures”, Advanced Composites in Bridge Construction and Repair, vol. 3, 2014, pp. 61-93.
DOI: https://doi.org/10.1533/9780857097019.1.61   Google Scholar

Zhong H., Li H., Ooi E. T. and Song C., “Hydraulic fracture at the dam-foundation interface using the scaled boundary finite element method coupled with the cohesive crack model”, Engineering Analysis with Boundary Elements, vol. 88, 2018, pp. 41-53. https://doi.org/10.1016/j.enganabound.2017.11.009
DOI: https://doi.org/10.1016/j.enganabound.2017.11.009   Google Scholar

Carloni C., Cusatis G., Salviato M., Le J.-L., Hoover C.G. and Bažant Z. P., “Critical comparison of the boundary effect model with cohesive crack model and size effect law”, Engineering Fracture Mechanics, vol. 215, 2019, pp. 193-210. https://doi.org/10.1016/j.engfracmech.2019.04.036
DOI: https://doi.org/10.1016/j.engfracmech.2019.04.036   Google Scholar

Cornetti P., Muñoz-Reja M., Sapora A. and Carpinteri A., “Finite fracture mechanics and cohesive crack model: Weight functions vs. cohesive laws”, International Journal of Solids and Structures, vol. 156-157, 2019, pp. 126-136. https://doi.org/10.3390/met9050602
DOI: https://doi.org/10.3390/met9050602   Google Scholar