Crimped fiber composites: mechanics of a finite-length crimped fiber embedded in a soft matrix

被引:1
|
作者
Pitre, Nandan N. [1 ]
Moses, J. B. [2 ]
Tzeng, Edith [2 ]
Abramowitch, Steven [1 ]
Velankar, Sachin S. [1 ,3 ,4 ,5 ]
机构
[1] Univ Pittsburgh, Dept Bioengn, Pittsburgh, PA 15261 USA
[2] Univ Pittsburgh, Dept Surg, Pittsburgh, PA 15261 USA
[3] Univ Pittsburgh, Dept Chem Engn, Pittsburgh, PA 15261 USA
[4] Univ Pittsburgh, Dept Mech Engn & Mat Sci, Pittsburgh, PA 15261 USA
[5] Univ Pittsburgh, McGowan Inst Regenerat Med, Pittsburgh, PA 15261 USA
基金
美国国家科学基金会;
关键词
Collagen recruitment; Crimped fiber; Strain hardening; Fiber-reinforced composite; REINFORCED COMPOSITES; VASCULAR GRAFTS; COLLAGEN; MODELS;
D O I
10.1007/s10237-023-01702-9
中图分类号
Q6 [生物物理学];
学科分类号
071011 ;
摘要
Composites comprising crimped fibers of finite length embedded in a soft matrix have the potential to mimic the strain-hardening behavior of tissues containing fibrous collagen. Unlike continuous fiber composites, such chopped fiber composites would be flow-processable. Here, we study the fundamental mechanics of stress transfer between a single crimped fiber and the embedding matrix subjected to tensile strain. Finite element simulations show that fibers with large crimp amplitude and large relative modulus straighten significantly at small strain without bearing significant load. At large strain, they become taut and hence bear increasing load. Analogous to straight fiber composites, there is a region near the ends of each fiber which bears much lower stress than the midsection. We show that the stress-transfer mechanics can be captured by a shear lag model where the crimped fiber can be replaced with an equivalent straight fiber whose effective modulus is lower than that of the crimped fiber, but increases with applied strain. This allows estimating the modulus of a composite at low fiber fraction. The degree of strain hardening and the strain needed for strain hardening can be tuned by changing relative modulus of the fibers and the crimp geometry.
引用
收藏
页码:1083 / 1094
页数:12
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