Paknahad Ali, Goudarzi Mohsen, Kucko Nathan W, Leeuwenburgh Sander C G, Sluys Lambertus J
Department of Dentistry-Regenerative Biomaterials, Radboud Institute for Molecular Life Sciences, Radboud University Medical Center, Nijmegen, the Netherlands; Faculty of Civil Engineering and Geosciences Delft University of Technology, Delft, the Netherlands.
Faculty of Civil Engineering and Geosciences Delft University of Technology, Delft, the Netherlands.
Acta Biomater. 2021 Jan 1;119:458-471. doi: 10.1016/j.actbio.2020.10.014. Epub 2020 Oct 24.
Calcium phosphate cements (CPCs) have been widely used during the past decades as biocompatible bone substitution in maxillofacial, oral and orthopedic surgery. CPCs are injectable and are chemically resemblant to the mineral phase of native bone. Nevertheless, their low fracture toughness and high brittleness reduce their clinical applicability to weakly loaded bones. Reinforcement of CPC matrix with polymeric fibers can overcome these mechanical drawbacks and significantly enhance their toughness and strength. Such fiber-reinforced calcium phosphate cements (FRCPCs) have the potential to act as advanced bone substitute in load-bearing anatomical sites. This work achieves integrated experimental and numerical characterization of the mechanical properties of FRCPCs under bending and tensile loading. To this end, a 3-D numerical gradient enhanced damage model combined with a dimensionally-reduced fiber model are employed to develop a computational model for material characterization and to simulate the failure process of fiber-reinforced CPC matrix based on experimental data. In addition, an advanced interfacial constitutive law, derived from micromechanical pull-out tests, is used to represent the interaction between the polymeric fiber and CPC matrix. The presented computational model is successfully validated with the experimental results and offers a firm basis for further investigations on the development of numerical and experimental analysis of fiber-reinforced bone cements.
在过去几十年中,磷酸钙骨水泥(CPCs)作为生物相容性骨替代物在颌面、口腔和整形外科手术中得到了广泛应用。CPCs 具有可注射性,并且在化学组成上与天然骨的矿物质相类似。然而,它们较低的断裂韧性和较高的脆性限制了其在承受低负荷骨骼上的临床应用。用聚合物纤维增强 CPC 基体可以克服这些力学缺陷,并显著提高其韧性和强度。这种纤维增强磷酸钙骨水泥(FRCPCs)有潜力在承受负荷的解剖部位作为先进的骨替代物。这项工作实现了对 FRCPCs 在弯曲和拉伸载荷下力学性能的综合实验和数值表征。为此,采用三维数值梯度增强损伤模型与降维纤维模型相结合的方法,基于实验数据建立材料表征的计算模型并模拟纤维增强 CPC 基体的破坏过程。此外,从微观力学拔出试验中得到的先进界面本构定律用于描述聚合物纤维与 CPC 基体之间的相互作用。所提出的计算模型通过实验结果得到了成功验证,为进一步开展纤维增强骨水泥的数值和实验分析研究提供了坚实的基础。