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采用夹紧悬臂梁试验对柄-骨水泥界面进行疲劳骨折研究。

Fatigue fracture of the stem-cement interface with a clamped cantilever beam test.

作者信息

Heuer D A, Mann K A

机构信息

Department of Biomedical Engineering, University of Alabama at Birmingham, Birmingham, AL 35294, USA.

出版信息

J Biomech Eng. 2000 Dec;122(6):647-51. doi: 10.1115/1.1322035.

Abstract

A clamped cantilever beam test was developed to determine the fatigue crack propagation rate of the CoCr alloy/PMMA cement interface at high crack tip phase angles. A combination of finite element and experimental methods was used to determine the fatigue crack growth rates of two different CoCr alloy/PMMA cement surfaces. A crack tip phase angle of 69 deg was found, indicating that loading at the crack tip was mixed-mode with a large degree of in-plane shear loading. The energy required to propagate a crack at the interface was much greater for the plasma-sprayed CoCr surface when compared to the PMMA-precoated satin finish (p < 0.001). Both interface surfaces could be modeled using a Paris fatigue crack growth law over crack propagation rates of 10(-4) to 10(-9) m/cycle.

摘要

开展了一项夹紧悬臂梁试验,以确定在高裂纹尖端相角下CoCr合金/聚甲基丙烯酸甲酯(PMMA)骨水泥界面的疲劳裂纹扩展速率。采用有限元法和实验法相结合的方式,测定了两种不同CoCr合金/PMMA骨水泥表面的疲劳裂纹扩展速率。发现裂纹尖端相角为69度,这表明裂纹尖端的加载为混合模式,且面内剪切加载程度较大。与PMMA预涂缎面相比,等离子喷涂CoCr表面在界面处扩展裂纹所需的能量要大得多(p < 0.001)。在裂纹扩展速率为10^(-4)至10^(-9)米/循环的范围内,两种界面表面都可以用巴黎疲劳裂纹扩展定律进行建模。

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