Numerical Simulation of the Effect of Temperature on the Failure Strength of Rock

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Abstract:

The mechanical properties of granite experiencing high temperatures under uniaxial compression condition were simulated in this paper. Numerically simulated stress-strain curve, peak stress, peak strain and the tangent elastic modulus were compared with the corresponding physical tests. Simulated results agree well with physical tests results, it is shown that Abaqus is suitable for the analysis of the temperature effect on rock fracture.

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Periodical:

Advanced Materials Research (Volumes 690-693)

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1737-1740

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May 2013

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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[1] R. Houpert: Rock mech. Montreux[C], 1979. P. 104-114.

Google Scholar

[2] A.M. Ferero, P. Marini: Rock Mech. & Rock Engng. Vol. 34(2001), P. 57-66.

Google Scholar

[3] M.J. Heap, S. mollo: J. Volcanology and Geothermal Research 250(2013), P. 42-60.

Google Scholar

[4] X.C. Xu, Q.S. Liu: Chinese J. Geotech. Engng.2000, 22(3), P. 332-335

Google Scholar

[5] H.B. Zhao, G.Z. Yin: Chinese J. Rock Mech. Engng. Vol. 28 (2009), P. 2784-2788

Google Scholar

[6] S.J. Du, H. Liu: Chinese J. Rock Mech. Engng. Vol. 23(2004) P. 2359-2364

Google Scholar