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MODELING OF THE STRESS FIELD AROUND FRICTIONAL PIPE ANCHOR BOLD

AUTHOR/S: DIMITROV, J., NIKOLAEV, N.
Sunday 1 August 2010 by Libadmin2005

5th International Scientific Conference - SGEM2005, www.sgem.org, SGEM2005 Conference Proceedings/ ISBN: 954-918181-2, June 13-17, 2005, 61- 70pp

ABSTRACT
/Full article available only in Bulgarian language/

In this material offers mechanical model that builds on the basic technological
characteristics of the system rock – frictional pipe anchor bold (FPA). In the presentation,
the anchor is divided on the modeling elements. Their size is determined from the physical
model that describes combined anchor-rock system work.
Key words: mechanical model, system anchor-rock, stress field

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