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Anchorage of orthopaedic prostheses:

机译:矫形假肢的锚索:

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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:凝成THR之后,在茎 - 水泥界面,并在骨水泥接口故障主要是由于abonormally高水泥应力和过大的微动作(例如Jasty等人,1991,加德纳和Hozack,1994)的发生。高的压缩应力为水泥骨折源和增强杆沉降(例如Phillips等人,1990),而过度的增强打滑水泥碎屑(例如罗斯曼和科恩,1990)的创建。骨水泥滑移含铅骨的坏死,在闭会数字化与水泥,而干水泥松解威力引起的柄松动(如哈里斯,1992年)和假体周围骨质溶解(例如,Burke等,1991)。在两个接口之间的耦合效应是复杂的。增加SEM粗糙度影响不仅剪切摩擦在茎 - 水泥界面,但也促进骨水泥失败(例如加德纳和Hozack,1994)。平行地,水泥厚度的影响的证据已经观察或者临床或实验(例如Ebramzadeh等人,1994)。

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