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Abaqus 6.14-2
Abaqus 6.14-2









Goodier J.N., Compression of rectangular blocks, and the bending of beams by non-linear distributions of bending forces, J.

abaqus 6.14-2

Gontarz J., Podgórski J., Explanation of the mechanism of destruction of the cylindrical sample in the Brazilian test, Advances in mechanics : theoretical, computational and interdisciplinary issue, ,pp. 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. Van Mier J.G.M., Fracture processes of concrete, CRC Press, 1996.

#ABAQUS 6.14 2 CRACK#

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.īarenblatt 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.īower A.F., Applied mechanics of solids, CRC Press, 2010.Įlices 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.īrown W.F., Srawley J.E., Plane Strain Crack Toughness Testing of High Strength Metallic Materials, Philadelphia: ASTM International, 1966. 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.

abaqus 6.14-2 abaqus 6.14-2

European Technical Assessment ETA-99/0009 of for Hilti HDA and HDA-R anchor.Ĭontrafatto 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.









Abaqus 6.14-2