Aparici-Gil Alejandro, Peña Estefanía, Pérez Marta M
Aragón Institute for Engineering Research (I3A), University of Zaragoza, Zaragoza, Spain.
Biomedical Research Networking Center in Bioengineering, Biomaterials and Nanomedicine (CIBER-BBN), Zaragoza, Spain.
Front Bioeng Biotechnol. 2025 Apr 7;13:1494793. doi: 10.3389/fbioe.2025.1494793. eCollection 2025.
This study aims to provide an in-depth analysis of the mechanical behavior of deep fascia through a comprehensive multidimensional characterization, including uniaxial, biaxial, and planar tension tests. To determine material parameters via test fitting, both a newly developed coupled exponential energy function and a previously proposed uncoupled exponential model-both considering two perpendicular fiber directions-are evaluated. For the uniaxial response, the mean stress measured was 3.96 MPa in the longitudinal direction and 0.6 MPa in the transverse direction at a stretch of 1.055. In planar tension tests, stress values of 0.43 MPa and 0.11 MPa were recorded for the longitudinal and transverse directions, respectively, at = 1.72. Under equibiaxial loading conditions, the mean stresses were 3.16 MPa and 1.2 MPa for the longitudinal and transverse directions when reached 1.037, respectively. The fitting results indicate that while the uncoupled exponential model effectively captures the uniaxial and equibiaxial experimental data, it fails to predict other mechanical responses accurately. In contrast, the coupled exponential strain energy function (SEF) demonstrates robust performance in both fitting and prediction. Additionally, an analysis was conducted to assess how the number and combination of tests influence the determination of material parameters. Findings suggest that a single biaxial test incorporating three loading ratios is sufficient to accurately capture and predict uniaxial, planar tension, and other biaxial strain states.
本研究旨在通过全面的多维表征,包括单轴、双轴和平面拉伸试验,对深筋膜的力学行为进行深入分析。为了通过试验拟合确定材料参数,评估了新开发的耦合指数能量函数和先前提出的非耦合指数模型(两者均考虑两个垂直的纤维方向)。对于单轴响应,在伸长率为1.055时,纵向测得的平均应力为3.96MPa,横向为0.6MPa。在平面拉伸试验中,在λ = 1.72时,纵向和横向的应力值分别记录为0.43MPa和0.11MPa。在等双轴加载条件下,当λ达到1.037时,纵向和横向的平均应力分别为3.16MPa和1.2MPa。拟合结果表明,虽然非耦合指数模型有效地捕捉了单轴和等双轴实验数据,但它未能准确预测其他力学响应。相比之下,耦合指数应变能函数(SEF)在拟合和预测方面都表现出强大的性能。此外,还进行了一项分析,以评估试验的数量和组合如何影响材料参数的确定。研究结果表明,包含三种加载比的单次双轴试验足以准确捕捉和预测单轴、平面拉伸和其他双轴应变状态。