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疲劳裂纹扩展速率不取决于柄部厚度:扭转载荷下的理想化骨水泥柄结构。

Fatigue crack growth rate does not depend on mantle thickness: an idealized cemented stem construct under torsional loading.

作者信息

Hertzler Justin, Miller Mark A, Mann Kenneth A

机构信息

University of Alabama at Birmingham, USA.

出版信息

J Orthop Res. 2002 Jul;20(4):676-82. doi: 10.1016/S0736-0266(02)00004-9.

Abstract

Retrieval studies indicate that cemented stem loosening in femoral components of total hip replacement can initiate at the stem-cement interface. The etiology of the crack propagation process from the stem-cement interface is not well understood, but cracks are typically associated with thin cement mantles. In this study, a combination of experimental and computational methods was used to investigate the fatigue crack propagation process from the stem-PMMA cement interface using a novel torsional loading model. Constructs with thin (1 mm), medium (3 mm) or thick (7 mm) cement mantles were evaluated. Crack growth was stable for all cases and the rate of crack growth diminished with increasing crack length. Crack growth rate did not depend on mantle thickness (p > 0.05) over the first 1 mm of crack length, but cracks in thin mantles reached the full thickness of the mantle in the fewest number of loading cycles. The fracture mechanics-based finite element models indicated decreased stress intensity factors with increasing crack length and were consistent with the experimental findings. When combined with a fatigue crack growth Paris-law for PMMA cement, the finite element models provided reasonable predictions of the crack growth process.

摘要

检索研究表明,全髋关节置换股骨部件中的骨水泥柄松动可能始于柄 - 骨水泥界面。对于从柄 - 骨水泥界面开始的裂纹扩展过程的病因尚未完全了解,但裂纹通常与薄骨水泥套有关。在本研究中,采用实验和计算方法相结合的方式,使用一种新颖的扭转载荷模型来研究从柄 - 聚甲基丙烯酸甲酯(PMMA)骨水泥界面开始的疲劳裂纹扩展过程。对具有薄(1毫米)、中(3毫米)或厚(7毫米)骨水泥套的结构进行了评估。所有情况下裂纹扩展都是稳定的,并且裂纹扩展速率随着裂纹长度的增加而减小。在裂纹长度的前1毫米内,裂纹扩展速率不取决于骨水泥套厚度(p>0.05),但薄骨水泥套中的裂纹在最少的加载循环次数内达到骨水泥套的全厚度。基于断裂力学的有限元模型表明,随着裂纹长度增加,应力强度因子降低,这与实验结果一致。当与PMMA骨水泥的疲劳裂纹扩展巴黎定律相结合时,有限元模型对裂纹扩展过程提供了合理的预测。

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