3D bolted cohesive element for the modelling of bolt-reinforced rough rock-shotcrete interfaces

• Published in: Computers and geotechnics Vol. 125; p. 103659
• Main Authors: Dong, Xiangjian, Karrech, Ali, Elchalakani, Mohamed, Qi, Chongchong, Manca, Mirko
• Format: Journal Article
• Language: English
• Published: New York Elsevier Ltd 01.09.2020; Elsevier BV
• Subjects: Bolt reinforcement; Bolted cohesive element; Bolts; Cohesion; Computer applications; Computer simulation; Displacement; Finite element method; Interfaces; Mathematical models; Pull out tests; Rock bolts; Rocks; Rough interface; Sprayed concrete; Stiffness; Support systems; Three dimensional models; User element subroutine; Rough interface; Bolted cohesive element; Bolt reinforcement; User element subroutine
• ISSN: 0266-352X; 1873-7633
• DOI: 10.1016/j.compgeo.2020.103659

In this paper, we develop a novel 3D computational method that describes the behaviour of rock bolts and rough rock-shotcrete interfaces as support systems. Specifically, a Finite Element model has been formulated and implemented using the user-defined element (UEL) subroutine with ABAQUS. The input parameters of the bolted cohesive model are determined experimentally. Once the location of the bolts is defined, the overall force-displacement performance of the system can be simulated. In addition, the rough interface is modelled as a combination of ‘bond’ and ‘Coulomb-friction’ laws where the cohesive stiffness reduces with degradation. To validate the model, we compared its outputs to the results of direct shear and bolt pull-out tests; a good agreement between the two approaches has been obtained. In addition, a mesh independent result is observed for the overall force-displacement response, which makes our model particularly fast and efficient. Furthermore, we conducted a parametric study by investigating the effects of number of bolts, bolt installation angle and pretension on the overall behaviour.