Numerical Analysis on Effect of Rock Rheology on Fully-Grounded MFRP Bolt Stress

Article Preview

Abstract:

As to the time effect of prestress in bolt in geotechnical engineering, the stress distribution in fully-grounded MFRP bolt and its trend influenced by rock rheology is obtained by FEM. The Burgers body which is able to model the primary and secondary creep regions of the rock mass is applied to analyze the time effect of prestress in MFRP bolt. The results show that rock rheology has a great effect on MFRP bolt stress.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 594-597)

Pages:

362-365

Citation:

Online since:

November 2012

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2012 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] E. Maranini, M. Brignoli: International Journal of Rock Mechanics and Mining Sciences, 1998,36 (1999):127-138.

DOI: 10.1016/s0148-9062(98)00171-5

Google Scholar

[2] Yongsheng Li, Caichu Xia: International Journal of Rock Mechanics and Mining Sciences, 1999,37(2000):467-475.

Google Scholar

[3] Jiang Yuzhou, Xu Weiya, Wang Ruihong: Chinese Journal of Rock Mechanics and Engineering, 2010,29(S2):2699-3708. (In Chinese)

Google Scholar

[4] Cheng Liangkui. Ground Anchorage [M].Beijing: China Building Industry Press, 2003. (In Chinese)

Google Scholar

[5] Zhang Xiao, Zheng Bai-lin: Computer Aided Engineering,2010,19(3):22-25. (In Chinese)

Google Scholar

[6] F. Delhomme, G. Debicki: Construction and Building Materials, 24 (2010) 1232–1238.

Google Scholar

[7] Wu Guojun, Chen Weizhong: Rock and Soil Mechanics, 2010,12(S1):78-81. (In Chinese)

Google Scholar

[8] H.L. Dai, X.Wang, G.X. Xie, X.Y. Wang:International Journal of Pressure Vessels and Piping, 2004, 81:739-748.

Google Scholar

[9] HU Bin, FENG Xia-ting: Chinese Journal of Rock Mechanics and Engineering, 2005, 24(17):3064-3070. (In Chinese)

Google Scholar