Initial damage analysis in bone cement-stem debonding procession of cemented hip arthropsty

被引:5
作者
Zhang, Lanfeng [1 ,2 ,5 ]
Liu, Hongtao [3 ]
Chen, Tianchi [1 ,2 ]
Yuan, Feng [4 ]
机构
[1] Jiangsu Normal Univ, Sch Mechatron Engn, Xuzhou 221116, Peoples R China
[2] Jiangsu Normal Univ, Kewen Coll, Xuzhou 221116, Peoples R China
[3] China Univ Min & Technol, Sch Mat & Phys, Xuzhou 221116, Peoples R China
[4] Xuzhou Med Univ, Affiliated Hosp, Dept Surg, Xuzhou 221000, Jiangsu, Peoples R China
[5] 101 Shanghai Rd, Xuzhou 221116, Jiangsu, Peoples R China
基金
中国国家自然科学基金;
关键词
Bone cement; Stem; Debond; Interface damage; BEHAVIOR; ARTHROPLASTY; FATIGUE; STRESS;
D O I
10.1016/j.matdes.2022.111486
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The initial interface debonding damage behavior of cemented hip arthroplasty was simulated and inves-tigated through the push-in experiment. A series of nondestructive testing techniques were carried out to detect damage to the stem-cement interface and cement. Results suggested that the initial stem-cement interface debonding and cement damage were induced at femur loading early period. The cement was subjected to a combination action of shear stress and bending from a sinking stem causing a pressure -arch effect resulting in compression creep and micro-crack on the cement successively. The stem -cement interfacial friction prevent stem from sinking due to the internal shear effect caused by the cement-stem interface micro-sliding. The interface debonding procession increased at first and then became stable, which was shown in cement's creep deformation-friction-fracture model. The initial micro-cracks released damage energy which was converted into stress waves. Further, the relationship of bond stress and slippage at different locations caused different degrees of damage belt for the interface and cement. It was concluded that the combination effect of pressure arching and shear lag was the pri-mary reason for cement's initial damage and the matrix defect affected the failure progress.(c) 2022 The Authors. Published by Elsevier Ltd. This is an open access article under the CC BY license (http:// creativecommons.org/licenses/by/4.0/).
引用
收藏
页数:12
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