Seifzadeh A, Oguamanam D C D, Papini M
Department of Mechanical and Industrial Engineering, Ryerson University, 350 Victoria Street, Toronto, Ontario, Canada, M5B2K3.
Clin Biomech (Bristol). 2012 Oct;27(8):852-8. doi: 10.1016/j.clinbiomech.2012.04.005. Epub 2012 May 9.
Conventional models to evaluate degenerated cartilage do not consider nonlinear permeability and proteoglycan viscous effects. Some models also utilize spring elements to represent the viscous effects of the fibers, thus application tothe modeling of nonuniform deformations such as those that occur in indentation tests. The purpose of this study was to assess the changes in the mechanical behavior of tissue engineered and degraded cartilage while addressing these shortcomings and limitations.
An inverse finite element method was used to determine the material properties of native and tissue engineered cartilage from indentation test data. The engineered cartilage was evaluated 3 and 9 months after implantation into osteochondral defects in the trochlear groove of sheep stifles. The strain rate dependent responses of the engineered and native cartilage in unconfined compression were also determined for strain rates ranging from 0 to 20% s(-1). The material properties of bovine cartilage before and after proteoglycan depletion and collagen degradation were also compared using unconfined compression test data from the literature.
For a given strain, the stiffness of the engineered cartilage was approximately one tenth of that of the native cartilage both at 3 and 9 months. The model appeared to be able to predict the equilibrium and transient mechanical function of degenerated cartilage, and discerned the proteoglycan loss from collagen degradation.
The model can be used for high strain and dynamic analysis of cartilage, and may in the future allow the determination of the load bearing capability of engineered cartilage.
传统的评估退变软骨的模型未考虑非线性渗透性和蛋白聚糖粘性效应。一些模型还使用弹簧元件来表示纤维的粘性效应,因此适用于非均匀变形的建模,如压痕试验中出现的变形。本研究的目的是在解决这些缺点和局限性的同时,评估组织工程软骨和退变软骨力学行为的变化。
采用逆有限元方法从压痕试验数据中确定天然软骨和组织工程软骨的材料特性。在将工程软骨植入绵羊膝关节滑车沟的骨软骨缺损后3个月和9个月对其进行评估。还确定了工程软骨和天然软骨在无侧限压缩下对应变率从0至20% s(-1) 的应变率依赖性响应。使用文献中的无侧限压缩试验数据比较了蛋白聚糖耗竭和胶原蛋白降解前后牛软骨的材料特性。
对于给定应变,在3个月和9个月时,工程软骨的刚度约为天然软骨的十分之一。该模型似乎能够预测退变软骨的平衡和瞬态力学功能,并区分蛋白聚糖损失和胶原蛋白降解。
该模型可用于软骨的高应变和动态分析,未来可能有助于确定工程软骨的承载能力。