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一种基于嵌入式单元的二维有限元模型,用于通过蒙特卡罗类型的模拟预测矿化胶原纤维的强度。

An embedded element based 2D finite element model for the strength prediction of mineralized collagen fibril using Monte-Carlo type of simulations.

作者信息

Sharma Rajneesh, Awasthi Abhilash

机构信息

School of Engineering, Indian Institute of Technology Mandi, Kamand, 175005 Mandi, Himachal Pradesh, India.

出版信息

J Biomech. 2020 Jul 17;108:109867. doi: 10.1016/j.jbiomech.2020.109867. Epub 2020 Jun 1.

Abstract

A computationally efficient statistical model for the prediction of the strength of mineralized collagen fibril (a basic building block of bone) is presented by taking into account the uncertainties associated with the geometrical and material parameters of collagen and mineral phases. The mineral plates have been considered as one-dimensional bar elements embedded in the two-dimensional plane stress collagen matrix. The mineral phase is considered as linear elastic and a hyperelastic material model is adopted for the collagen phase. Further, the crack initiation and propagation in the collagen phase have been modeled using a damage plasticity approach. Different realizations of the arrangement of mineral plates have been generated to account for the associated geometrical uncertainties using an in-house MATLAB® code. Monte-Carlo type simulations have been performed on the different realizations of mineralized collagen fibril to predict its characteristic stress-strain response under tensile load. The characteristic strength of 3.64 GPa is obtained for mineralized collagen fibril using Weibull's analysis which is found to be in agreement with the molecular dynamics simulation data and numerical studies reported in the past. A parameter sensitivity analysis concluded that mineral modulus has a significant effect on the overall tangent modulus of mineralized collagen fibril in large strain regime.

摘要

通过考虑与胶原蛋白和矿物质相的几何和材料参数相关的不确定性,提出了一种计算效率高的统计模型,用于预测矿化胶原纤维(骨骼的基本构建块)的强度。矿物质板被视为嵌入二维平面应力胶原基质中的一维杆单元。矿物质相被视为线弹性,胶原相采用超弹性材料模型。此外,使用损伤塑性方法对胶原相中的裂纹萌生和扩展进行了建模。使用内部MATLAB®代码生成了矿物质板排列的不同实现,以考虑相关的几何不确定性。对矿化胶原纤维的不同实现进行了蒙特卡洛类型模拟,以预测其在拉伸载荷下的特征应力-应变响应。使用威布尔分析得到矿化胶原纤维的特征强度为3.64 GPa,发现与过去报道的分子动力学模拟数据和数值研究一致。参数敏感性分析得出结论,在大应变范围内,矿物质模量对矿化胶原纤维的整体切线模量有显著影响。

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