Man V, Polzer S, Gasser T C, Novotny T, Bursa J
Institute of Solid Mechanics, Mechatronics and Biomechanics, Brno University of Technology, Brno, Czech Republic.
Institute of Solid Mechanics, Mechatronics and Biomechanics, Brno University of Technology, Brno, Czech Republic.
Med Eng Phys. 2018 Mar;53:49-57. doi: 10.1016/j.medengphy.2018.01.002.
Biomechanics-based assessment of Abdominal Aortic Aneurysm (AAA) rupture risk has gained considerable scientific and clinical momentum. However, computation of peak wall stress (PWS) using state-of-the-art finite element models is time demanding. This study investigates which features of the constitutive description of AAA wall are decisive for achieving acceptable stress predictions in it. Influence of five different isotropic constitutive descriptions of AAA wall is tested; models reflect realistic non-linear, artificially stiff non-linear, or artificially stiff pseudo-linear constitutive descriptions of AAA wall. Influence of the AAA wall model is tested on idealized (n=4) and patient-specific (n=16) AAA geometries. Wall stress computations consider a (hypothetical) load-free configuration and include residual stresses homogenizing the stresses across the wall. Wall stress differences amongst the different descriptions were statistically analyzed. When the qualitatively similar non-linear response of the AAA wall with low initial stiffness and subsequent strain stiffening was taken into consideration, wall stress (and PWS) predictions did not change significantly. Keeping this non-linear feature when using an artificially stiff wall can save up to 30% of the computational time, without significant change in PWS. In contrast, a stiff pseudo-linear elastic model may underestimate the PWS and is not reliable for AAA wall stress computations.
基于生物力学的腹主动脉瘤(AAA)破裂风险评估已获得相当大的科学和临床发展动力。然而,使用最先进的有限元模型计算峰值壁应力(PWS)需要耗费大量时间。本研究调查了AAA壁本构描述的哪些特征对于在其中实现可接受的应力预测具有决定性作用。测试了AAA壁的五种不同各向同性本构描述的影响;模型反映了AAA壁现实的非线性、人为硬化的非线性或人为硬化的伪线性本构描述。在理想化(n = 4)和患者特异性(n = 16)的AAA几何形状上测试了AAA壁模型的影响。壁应力计算考虑了(假设的)无载荷构型,并包括使整个壁上的应力均匀化的残余应力。对不同描述之间的壁应力差异进行了统计分析。当考虑到AAA壁具有低初始刚度和随后应变硬化的定性相似的非线性响应时,壁应力(和PWS)预测没有显著变化。在使用人为硬化壁时保持这种非线性特征可节省高达30%的计算时间,而PWS没有显著变化。相比之下,刚性伪线性弹性模型可能会低估PWS,并且对于AAA壁应力计算不可靠。