Chinese Journal of Tissue Engineering Research ›› 2023, Vol. 27 ›› Issue (22): 3469-3475.doi: 10.12307/2023.367
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Xia Yubo, Tang Xiaoxia, Luo Wen, Xu Yongsheng, Yuan Changfei, Wang Zhe, Zhou Xiaohan, Tian Miao, Wang Tao, Guo Ying
Received:
2022-01-06
Accepted:
2022-06-13
Online:
2023-08-08
Published:
2022-11-02
Contact:
Wang Tao, Master, Attending physician, Kunming Municipal Hospital of Traditional Chinese Medicine, Kunming 650500, Yunnan Province, China
Guo Ying, Chief physician, Kunming Municipal Hospital of Traditional Chinese Medicine, Kunming 650500, Yunnan Province, China
About author:
Xia Yubo, Master, Physician, Kunming Municipal Hospital of Traditional Chinese Medicine, Kunming 650500, Yunnan Province, China
Supported by:
CLC Number:
Xia Yubo, Tang Xiaoxia, Luo Wen, Xu Yongsheng, Yuan Changfei, Wang Zhe, Zhou Xiaohan, Tian Miao, Wang Tao, Guo Ying. Biomechanical response of ankle traction arthroplasty for ankle osteoarthritis through finite element modeling[J]. Chinese Journal of Tissue Engineering Research, 2023, 27(22): 3469-3475.
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2.3 数据分析 综合上述计算结果,将踝关节对应的关节炎组、外固定架组在跖屈20°、中立0°、背屈20° 3种不同工况下进行三维有限元仿真计算数据汇总于图9中,并通过相对正常组的数据换算Von Mises应力增量、Von Mises应变增量、Displacement变形增量等,可见: (1)中立位0°时,踝骨关节炎组胫距关节附近的踝关节结构应力峰值为20.6 MPa,距骨应力峰值20.6 MPa,胫距关节面应力峰值7.25 MPa,距骨前移距离-0.05 mm;外固定架组胫距关节附近的踝关节结构应力峰值为61.3 MPa,距骨应力峰值3.03 MPa,胫距关节面应力峰值1.22 MPa,距骨前移距离-0.06 mm。 (2)跖屈20°时,踝骨关节炎组胫距关节附近的踝关节结构应力为177 MPa,距骨应力峰值125 MPa,胫距关节面应力峰值80.7 MPa,距骨前移距离3.25 mm;外固定架组胫距关节附近的踝关节结构应力峰值为265 MPa,距骨应力峰值29.3 MPa,胫距关节面应力峰值9.2 MPa,距骨前移距离4.03 mm。 (3)背屈20°时,踝骨关节炎组胫距关节附近的踝关节结构应力为183 MPa,距骨应力峰值121 MPa,胫距关节面应力峰值79.1 MPa,距骨前移距离-2.93 mm;外固定架组胫距关节附近的踝关节结构应力峰值为326 MPa,距骨应力峰值28.2 MPa,胫距关节面应力峰值8.96 MPa,距骨前移距离-3.51 mm。"
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