提出了一种应用物理学原理的树枝和雨滴交互作用的真实感动态仿真技术.树枝和叶柄被描述为一种方便由4种弹簧控制的三棱柱弹簧模型(extended three-prism spring model,简称ETPSM).树枝、树叶的运动源于树枝系统与雨滴相互之间能量的双...提出了一种应用物理学原理的树枝和雨滴交互作用的真实感动态仿真技术.树枝和叶柄被描述为一种方便由4种弹簧控制的三棱柱弹簧模型(extended three-prism spring model,简称ETPSM).树枝、树叶的运动源于树枝系统与雨滴相互之间能量的双向转换.二者之间的交互作用可以通过一种高效的技术很好地模拟.该技术被专门设计用来模拟液体在具有亲水性的非刚体表面上运动.当雨滴撞击树枝后,树枝会发生震动与转动;雨滴会沿着树叶表面流动,合并成一个更大的雨滴或者悬挂在叶片边缘;当雨滴从树叶边缘落下后,树枝会弹起并恢复到原来的位置.实验结果表明,该技术能够高效、真实地仿真雨滴撞击树枝系统后的相互作用效果,同时可以简单而有效地模拟杆状物体在外力作用下的弹性形变,诸如旋转、震动等.展开更多
A study was conducted to analyze the deformation mechanism of strongly weathered quartz schist in the Daliangshan Tunnel,located in the western Transverse Mountain area.A large deformation problem was experienced duri...A study was conducted to analyze the deformation mechanism of strongly weathered quartz schist in the Daliangshan Tunnel,located in the western Transverse Mountain area.A large deformation problem was experienced during the tunnel construction.To mitigate this problem,a support system was designed incorporating negative Poisson ratio(NPR)anchor cables with negative Poisson ratio effect.Physical model experiments,field experiments,and numerical simulation experiments were conducted to investigate the compensation mechanical behavior of NPR anchor cables.The large deformations of soft rocks in the Daliangshan Tunnel are caused by a high ground stress,a high degree of joint fracture development,and a high degree of surrounding rock fragmentation.A compensation mechanics support system combining long and short NPR anchor cables was suggested to provide sufficient counter-support force(approximately 350 kN)for the surrounding rock inside the tunnel.Comparing the NPR anchor cable support system with the original support system used in the Daliangshan tunnel showed that an NPR anchor cable support system,combining cables of 6.3 m and 10.3 m in length,effectively prevented convergence of surrounding rock deformation,and the integrated settlement convergence value remained below 300 mm.This study provides an effective scientific basis for resolving large deformation problems in deeply buried soft rocks in western transverse mountain areas.展开更多
A meshless simulation system is presented for elastic deformation driven by skeleton in this paper. In this system, we propose a new method for calculating node rotation while applying a similar technique with stiffne...A meshless simulation system is presented for elastic deformation driven by skeleton in this paper. In this system, we propose a new method for calculating node rotation while applying a similar technique with stiffness warping to tackle the nonlinear large deformation. In our method, all node rotations are evaluated from sampling points in attached skeleton by con- structing and solving the diffusion partial differential equation. The experiments indicated that the method can enhance the sta- bility of the dynamics and avoid fussy sub-step calculation in static deformation edition. Moreover, rational deformation results for the area around the skeleton joints can be simulated without user interaction by adopting the simplified technique.展开更多
文摘提出了一种应用物理学原理的树枝和雨滴交互作用的真实感动态仿真技术.树枝和叶柄被描述为一种方便由4种弹簧控制的三棱柱弹簧模型(extended three-prism spring model,简称ETPSM).树枝、树叶的运动源于树枝系统与雨滴相互之间能量的双向转换.二者之间的交互作用可以通过一种高效的技术很好地模拟.该技术被专门设计用来模拟液体在具有亲水性的非刚体表面上运动.当雨滴撞击树枝后,树枝会发生震动与转动;雨滴会沿着树叶表面流动,合并成一个更大的雨滴或者悬挂在叶片边缘;当雨滴从树叶边缘落下后,树枝会弹起并恢复到原来的位置.实验结果表明,该技术能够高效、真实地仿真雨滴撞击树枝系统后的相互作用效果,同时可以简单而有效地模拟杆状物体在外力作用下的弹性形变,诸如旋转、震动等.
基金Project(41941018)supported by the National Natural Science Foundation of China for the Special Project FundingProject(22-JKCF-08)supported by the Study on in-situ Stress Database and 3D in-situ Stress Inversion Technology of Highway Tunnel in Shanxi Province,China+1 种基金Project(2022-JKKJ-6)supported by the Study on Disaster Mechanism and NPR Anchor Cable Prevention and Control of Coal Mining Caving Subsidence in Operating Tunnel in Mountainous Area,ChinaProject(BBJ2024032)supported by the Fundamental Research Funds for the Central Universities(PhD Top Innovative Talents Fund of CUMTB),China。
文摘A study was conducted to analyze the deformation mechanism of strongly weathered quartz schist in the Daliangshan Tunnel,located in the western Transverse Mountain area.A large deformation problem was experienced during the tunnel construction.To mitigate this problem,a support system was designed incorporating negative Poisson ratio(NPR)anchor cables with negative Poisson ratio effect.Physical model experiments,field experiments,and numerical simulation experiments were conducted to investigate the compensation mechanical behavior of NPR anchor cables.The large deformations of soft rocks in the Daliangshan Tunnel are caused by a high ground stress,a high degree of joint fracture development,and a high degree of surrounding rock fragmentation.A compensation mechanics support system combining long and short NPR anchor cables was suggested to provide sufficient counter-support force(approximately 350 kN)for the surrounding rock inside the tunnel.Comparing the NPR anchor cable support system with the original support system used in the Daliangshan tunnel showed that an NPR anchor cable support system,combining cables of 6.3 m and 10.3 m in length,effectively prevented convergence of surrounding rock deformation,and the integrated settlement convergence value remained below 300 mm.This study provides an effective scientific basis for resolving large deformation problems in deeply buried soft rocks in western transverse mountain areas.
基金Project supported by the National Basic Research Program (973) of China (No. 2002CB312102) and the National Natural Science Foun-dation of China (Nos. 60021201, 60333010 and 60505001)
文摘A meshless simulation system is presented for elastic deformation driven by skeleton in this paper. In this system, we propose a new method for calculating node rotation while applying a similar technique with stiffness warping to tackle the nonlinear large deformation. In our method, all node rotations are evaluated from sampling points in attached skeleton by con- structing and solving the diffusion partial differential equation. The experiments indicated that the method can enhance the sta- bility of the dynamics and avoid fussy sub-step calculation in static deformation edition. Moreover, rational deformation results for the area around the skeleton joints can be simulated without user interaction by adopting the simplified technique.