人工关节置换术是骨关节疾病治疗的重要手段,但关节假体的长期磨损损耗及磨屑诱导的假体周围骨溶解会造成人工关节无菌松动甚至早期失效。研究人工关节滑动与固定组合界面的磨损行为是探索磨屑形成机制的基础,也是探明人工关节松动失效...人工关节置换术是骨关节疾病治疗的重要手段,但关节假体的长期磨损损耗及磨屑诱导的假体周围骨溶解会造成人工关节无菌松动甚至早期失效。研究人工关节滑动与固定组合界面的磨损行为是探索磨屑形成机制的基础,也是探明人工关节松动失效机理、提升关节耐磨性的重要依据。该文利用Web of Science和中国国家知识网络数据库的资源,对人工关节磨损行为研究的相关文献进行综述。探讨人工关节在滑动界面和固定界面产生的磨损行为及主导磨损机理;分析假体结构、材料成分、润滑介质和磨屑等对人工关节磨损行为的影响机制,总结人工关节优化改进方案;详细阐述人工关节体外磨损试验研究的方法与技术;概述人工关节组合界面磨损表征参量的提取方法以及磨损智能检测的发展现状;总结人工关节磨损行为的研究热点,指出多信息融合和智能化监测的发展方向,以期为人工关节磨损行为的基础与试验研究提供参考。展开更多
Four different types of three-body model composed of rock and coal with different strength and stiffness were established in order to study the failure characteristics of compound model such as roof-coal-floor. Throug...Four different types of three-body model composed of rock and coal with different strength and stiffness were established in order to study the failure characteristics of compound model such as roof-coal-floor. Through stress analysis of the element with variable strength and stiffness extracted from the strong-weak interface, the tri-axial compressive strength of the weak body and strong body near the interface as well as the areas away from the contact surface was found. Then, on the basis of three-dimensional fast Lagrangian method of continua and strain softening constitutive model composed of Coulomb-Mohr shear failure with tensile cut-off, stress and strain relationship of the four three-body combined models were analyzed under different confining pressures by numerical simulation. Finally, the different features of local shear zones and plastic failure areas of the four different models and their development trend with increasing confining pressure were discussed. The results show that additional stresses are derived due to the lateral deformation constraints near the strong-weak interface area, which results in the strength increasing in weak body and strength decreasing in strong body. The weakly consolidated soft rock and coal cementation exhibit significant strain softening behavior and bear compound tension-shear failure under uni-axial compression. With the increase of confining pressure, the tensile failure disappears from the model, and the failure type of composed model changes to local shear failure with different number of shearing bands and plastic failure zones. This work shows important guiding significance for the mechanism study of seismic, rock burst, and coal bump.展开更多
文摘人工关节置换术是骨关节疾病治疗的重要手段,但关节假体的长期磨损损耗及磨屑诱导的假体周围骨溶解会造成人工关节无菌松动甚至早期失效。研究人工关节滑动与固定组合界面的磨损行为是探索磨屑形成机制的基础,也是探明人工关节松动失效机理、提升关节耐磨性的重要依据。该文利用Web of Science和中国国家知识网络数据库的资源,对人工关节磨损行为研究的相关文献进行综述。探讨人工关节在滑动界面和固定界面产生的磨损行为及主导磨损机理;分析假体结构、材料成分、润滑介质和磨屑等对人工关节磨损行为的影响机制,总结人工关节优化改进方案;详细阐述人工关节体外磨损试验研究的方法与技术;概述人工关节组合界面磨损表征参量的提取方法以及磨损智能检测的发展现状;总结人工关节磨损行为的研究热点,指出多信息融合和智能化监测的发展方向,以期为人工关节磨损行为的基础与试验研究提供参考。
基金Project(51174128)supported by the National Natural Science Foundation of ChinaProject(20123718110007)supported by the Specialized Research Fund for the Doctoral Program of Higher Education of China
文摘Four different types of three-body model composed of rock and coal with different strength and stiffness were established in order to study the failure characteristics of compound model such as roof-coal-floor. Through stress analysis of the element with variable strength and stiffness extracted from the strong-weak interface, the tri-axial compressive strength of the weak body and strong body near the interface as well as the areas away from the contact surface was found. Then, on the basis of three-dimensional fast Lagrangian method of continua and strain softening constitutive model composed of Coulomb-Mohr shear failure with tensile cut-off, stress and strain relationship of the four three-body combined models were analyzed under different confining pressures by numerical simulation. Finally, the different features of local shear zones and plastic failure areas of the four different models and their development trend with increasing confining pressure were discussed. The results show that additional stresses are derived due to the lateral deformation constraints near the strong-weak interface area, which results in the strength increasing in weak body and strength decreasing in strong body. The weakly consolidated soft rock and coal cementation exhibit significant strain softening behavior and bear compound tension-shear failure under uni-axial compression. With the increase of confining pressure, the tensile failure disappears from the model, and the failure type of composed model changes to local shear failure with different number of shearing bands and plastic failure zones. This work shows important guiding significance for the mechanism study of seismic, rock burst, and coal bump.
