机译:基于三线性粘结滑移模型的注浆锚杆全程行为分析分析
Key Laboratory of Mechanics on Disaster and Environment in Western China, Lanzhou University, Lanzhou 730000, China Department of Engineering, University of Liverpool, Liverpool L69 3GH, UK;
rnDepartment of Engineering, University of Liverpool, Liverpool L69 3GH, UK;
rnInstitute for Infrastructure and Environment, School of Engineering, The University of Edinburgh, Edinburgh EH9 3JL, Scotland, UK;
rnKey Laboratory of Mechanics on Disaster and Environment in Western China, Lanzhou University, Lanzhou 730000, China;
bond strength; grouted rockbolts; effective anchor length; bond-slip model; analytical solution;
机译:考虑三线性剪力滑移模型的全灌浆螺栓数值模型
机译:使用Bilinear粘结滑移规则建模FRP-in-Libl-Slips,对于长期和短的粘合长度,余量具有摩擦全范围分析解决方案
机译:对完全注浆的锚杆进行拉拔试验的力学性能的新分析解决方案
机译:基于三线性粘合模型的隧道支护灌浆岩骨界面行为的数值模拟
机译:基于从改良的Hoek单元获得的本构模型,沿完全注浆的电缆螺栓进行载荷分配。
机译:同伴对青少年饮酒行为的影响:基于随机行为者的建模研究的系统综述和荟萃分析的协议
机译:对完全注浆的锚杆进行拉拔试验的力学性能的新分析解决方案
机译:具体力学。 B部分。粘合滑移行为的数值模拟