RI 6842 Yield And Ultimate Strengths Of Rock Bolts Under Combined Loading

- Organization:
- The National Institute for Occupational Safety and Health (NIOSH)
- Pages:
- 25
- File Size:
- 5992 KB
- Publication Date:
- Jan 1, 1966
Abstract
The Bureau of Mines investigated (1) the effect of torsion on yield and ultimate strengths of bolts when the torsion is applied first and tensile load is applied independently of torsion and (2) various methods of increasing the tension-torque ratio and/or narrowing the data spread of the tension-torque relationship. A special torsional attachment was fabricated to attach to a universal testing machine to independently subject rock bolts to combined tensile and torsional loads. It was found that initially installed torsion is nullified during tensile loading and the tensile yield and ultimate strengths are not significantly reduced. Lubricating various components of a bolt assembly or using hardened washers will improve the tension-torque relationship during conventional installation; however, the torsional load is not nullified during this type of loading. Hence, a bolt is subjected to a combined stress throughout the loading cycle; the yield point will thus be lowered compared with the pure tensile yield if care is not taken during installation to stay below the torsional yield.
Citation
APA:
(1966) RI 6842 Yield And Ultimate Strengths Of Rock Bolts Under Combined LoadingMLA: RI 6842 Yield And Ultimate Strengths Of Rock Bolts Under Combined Loading. The National Institute for Occupational Safety and Health (NIOSH), 1966.