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Języki publikacji
Abstrakty
The paper describes a computer analysis of the pull-out test used to determine the force needed to pull out a fragment of rock and the shape of this broken fragment. The analyzed material is sandstone and porphyry. The analysis included a comparison of different methods of propagation of cracks in the Abaqus computer program using the Finite Element Method. The work also contains a description of laboratory tests and analytical considerations.
Czasopismo
Rocznik
Tom
Strony
311--331
Opis fizyczny
Bibliogr. 18 poz., rys., wykr.
Twórcy
autor
- Faculty of Civil Engineering and Architecture Lublin University of Technology Lublin, Poland
autor
- Faculty of Civil Engineering and Architecture Lublin University of Technology Lublin, Poland
autor
- Faculty of Mechanical Engineering Lublin University of Technology Lublin, Poland
autor
- KOMAG Institute of Mining Technology Gliwice, Poland
autor
- KOMAG Institute of Mining Technology Gliwice, Poland
Bibliografia
- 1. European Technical Assessment ETA-99/0009 of 06/01/2015 for Hilti HDA and HDA-R anchor.
- 2. Contrafatto L., Cosenza R., Behaviour of post-installed adhesive anchors in natural stone, Construction and Building Materials, 68: 355–369, 2014, doi: 10.1016/j.conbuildmat.2014.05.099.
- 3. Upadhyaya P., Kumar S., Pull-out capacity of adhesive anchors: An analytical solution, International Journal of Adhesion and Adhesives, 60: 54–62, 2015, doi: 10.1016/j.ijadhadh.2015.03.006.
- 4. Tistel J., Grimstad G., Eiksund G., Testing and modeling of cyclically loaded rock anchors, Journal of Rock Mechanics and Geotechnical Engineering, 9(6): 1010–1030, 2017, doi: 10.1016/j.jrmge.2017.07.005.
- 5. Barenblatt G.I., The mathematical theory of equilibrium of crack in brittle fracture, Advances in Applied Mechanics, 7: 55–129, 1962, doi: 10.1016/S0065-2156(08)70121-2.
- 6. Bower A.F., Applied mechanics of solids, CRC Press, 2010.
- 7. Elices M., Guinea G.V.G., Gómez J., Planas J., Gomez J., The cohesive zone model: advantages, limitations and challenges, Engineering Fracture Mechanics, 69(2): 137–163, 2002.
- 8. Brown W.F., Srawley J.E., Plane Strain Crack Toughness Testing of High Strength Metallic Materials, Philadelphia: ASTM International, 1966.
- 9. van Mier J.G.M., Fracture processes of concrete, CRC Press, 1996.
- 10. Hasanpour R., Choupani N., Mixed-mode study of rock fracture mechanics by using the modified arcan specimen test, International Journal of Geotechnical and Geological Engineering, 2(5): 716–721, 2008.
- 11. Gontarz J., Podgórski J., Explanation of the mechanism of destruction of the cylindrical sample in the Brazilian test, [in:] Advances in mechanics?: theoretical, computational and interdisciplinary issue, [Eds: Kleiber M., Burczyński T., Wilde K., Górski J., Winkelmann K., Smakosz Ł.], pp. 479–483, Boca Raton, Gdańsk 2016,
- 12. Goodier J.N., Compression of rectangular blocks, and the bending of beams by non-linear distributions of bending forces, J. Appl. Mech., 54(18): 173–183, 1932.
- 13. Mohammadi S., Extended finite element method: for fracture analysis of structures, WieyBlackwell, 2008.
- 14. Jirasek M., Zimmermann T., Embedded crack model. Part II: Combination with smeared cracks, International Journal for Numerical Methods in Engineering, 50(6): 1291–1305, 2001, doi: 10.1002/1097-0207(20010228)50:63.0.CO;2-Q.
- 15. Tejchman J., Bobiński J., Continuous and discontinuous modelling of fracture in concrete using FEM, Springer-Verlag, 2013, doi: 10.1007/978-3-642-28463-2.
- 16. Abaqus V 6.14.2 Users Manual, 2014.
- 17. Bazant Z. P., Kazemi M. T., Hasegawa T., Mazars J., Size effect in Brazilian split-cylinder tests. Measurements and fracture analysis, ACI Materials Journal, 88(3): 325–332, 1991.
- 18. Podgórski J., The criterion for determining the direction of crack propagation in a random pattern composites, Meccanica, 52(8): 1923–1934, 2017, doi: 10.1007/s11012-016- 0523-y.
Uwagi
Opracowanie rekordu ze środków MNiSW, umowa Nr 461252 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2020).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-5e93bbf2-8eb1-4a6b-b494-1d359a6c3d0c