Work

Study on the pre-peak cyclic shear fatigue damage characteristics of 2G-NPR bolted rock joints

Year: 2025
Type: article
Abstract: The shear support performance of 2G-NPR bolts has been verified; however,their damage behavior under fatigue loading remains to be further explored. Through laboratory pre-peak cyclic loading tests,the shear mechanical properties of PR steel(Q235 steel) and 2G-NPR steel bolted rock joints were compared,exploring the effects of different normal stresses,roughness,shear amplitudes,and rates on the shear fatigue damage characteristics of 2G-NPR steel bolted rock joints. The results show that:(1) As the normal stress increases,the shear strength of PR steel bolted rock joints exhibits a marked decrease after an initial increase in the number of cycles,whereas the shear strength of 2G-NPR steel bolted rock joints gradually increases. This trend underscores the significant role of the negative Poisson's ratio effect in enhancing the shear fatigue performance of the 2G-NPR steel bolts. (2) The peak and residual shear strengths of 2G-NPR steel bolted rock joints significantly increase with higher shear rates and normal stresses,but are less affected by changes in joint surface roughness and shear amplitude. Additionally,the pre-peak shear stiffness of these joints increases with roughness,shear rate,and normal stress,while shear amplitude has only a minor effect. The flexural angle of the anchor rod increases with the roughness,shear amplitude,and shear rate. (3) The ratio of shear force to axial force of 2G-NPR anchor bolts is consistently lower than that of PR anchor bolts under different cyclic loading conditions,indicating that the 2G-NPR bolts can effectively withstand axial force during shear deformation,thus maintaining the stability and support effectiveness of the rock mass. This research offers a valuable reference for the application of 2G-NPR anchor bolts in rock mass support engineering,particularly in regions prone to microseismic activity.
Authors: Man HUANG, Zhiwei GUO, Chenjie HONG, Zhigang TAO, Jin HUANG, He ZHANG
Institution: Shaoxing University
Language: English
Open Access status: bronze
OpenAlex ID: W4408461349
FWCI: 0.986
Cites: 3
Cited by: 3
Related to: 10