HU Jianlin, XUE Jinhao, GUO Jiangfeng, MENG Zhipeng, LIU Yang, ZHENG Ruihai. Experimental Study on Influential Factors for Shear Properties of Interfaces Between Anchor Bolts and Soil Under Different Confining Pressures[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(3): 200-205. doi: 10.3724/j.gyjzG22090804
Citation:
Liu Weiping, Fu Mingfu. GRADIENT DEPENDENT NONLOCAL FRICTION MODEL AND ITS APPLICATION IN MECHANICAL ANALYSIS OF BOLT[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(08): 114-117.
HU Jianlin, XUE Jinhao, GUO Jiangfeng, MENG Zhipeng, LIU Yang, ZHENG Ruihai. Experimental Study on Influential Factors for Shear Properties of Interfaces Between Anchor Bolts and Soil Under Different Confining Pressures[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(3): 200-205. doi: 10.3724/j.gyjzG22090804
Citation:
Liu Weiping, Fu Mingfu. GRADIENT DEPENDENT NONLOCAL FRICTION MODEL AND ITS APPLICATION IN MECHANICAL ANALYSIS OF BOLT[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(08): 114-117.
Based on the gradient theory,a gradient dependent nonlocal friction model was established and used to
analyze bolt. By using Mindlin's solution of displacement,a solution of shear stress in the anchorage was derived.
The nonlocal effect on the contact surface was revealed and the solution of shear stress of the anchorage section was
given. The results were compared with those obtained by the gradient dependent nonlocal friction model and local
frication model. Factors affecting the nonlocal friction were discussed. Taking account of the nonlocal friction effects,
the shear stress peak value in the anchorage zone was smaller than the one without the consideration.
HU Jianlin, XUE Jinhao, GUO Jiangfeng, MENG Zhipeng, LIU Yang, ZHENG Ruihai. Experimental Study on Influential Factors for Shear Properties of Interfaces Between Anchor Bolts and Soil Under Different Confining Pressures[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(3): 200-205. doi: 10.3724/j.gyjzG22090804
HU Jianlin, XUE Jinhao, GUO Jiangfeng, MENG Zhipeng, LIU Yang, ZHENG Ruihai. Experimental Study on Influential Factors for Shear Properties of Interfaces Between Anchor Bolts and Soil Under Different Confining Pressures[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(3): 200-205. doi: 10.3724/j.gyjzG22090804