【24h】

Anchorage of orthopaedic prostheses:

机译:骨科假肢的锚固:

获取原文
获取原文并翻译 | 示例

摘要

After cemented THR, failures at stem-cement interface and at bone-cement interface mainly resulted from the occurrence of abonormally high cement stresses and excessive micromotions (e.g. Jasty et al., 1991, Gardiner and Hozack, 1994). High compressive stress was source of cement fracture and enhanced the stem subsidence (e.g. Phillips et al., 1990) while excessive slipping enhanced the creation of cement debris (e.g. Rothman and Cohn, 1990). Bone-cement slipping leaded to a necrosis of bone that inter-digitize with the cement while the stem-cement debonding might induced the stem loosening (e.g. Harris, 1992) and peri-prosthetic osteolysis (e.g. Burke et al., 1991). The coupling effects between the two interfaces are complex. Increasing the sem roughness influence not only the shear friction at the stem-cement interface but also promotes the bone-cement failure (e.g. Gardiner and Hozack, 1994). In parallel, evidence of the effects of cement thickness has been observed either clinically or experimentally (e.g. Ebramzadeh et al., 1994).
机译:固结THR后,干水泥界面和骨水泥界面的破坏主要是由于发生了异常高的固结应力和过度的微动引起的(例如Jasty等人,1991; Gardiner和Hozack,1994)。高压应力是水泥破裂的根源,并加剧了茎杆的沉降(例如Phillips等,1990),而过度的滑移则增加了水泥碎屑的产生(例如Rothman和Cohn,1990)。骨水泥滑移导致骨坏死并与骨水泥相互指合,而骨水泥松脱可能会引起骨干松动(例如Harris,1992)和假体周围骨溶解(例如Burke等人,1991)。两个接口之间的耦合效果很复杂。 SEM粗糙度的增加不仅会影响茎-水泥界面的剪切摩擦,还会促进骨水泥的破坏(例如Gardiner和Hozack,1994)。同时,已经在临床或实验中观察到水泥厚度影响的证据(例如,Ebramzadeh等,1994)。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号