Meyer Avery, Pugno Nicola M, Cranford Steven W
Laboratory for Nanotechnology in Civil Engineering (NICE), Department of Civil and Environmental Engineering, Northeastern University, 400 Snell Engineering, 360 Huntington Avenue, Boston, MA 02115, USA.
Laboratory of Bio-Inspired and Graphene Nanomechanics, Department of Civil, Environmental and Mechanical Engineering, Università di Trento, via Mesiano 77, 38123 Trento, Italy Center for Materials and Microsystems, Fondazione Bruno Kessler, Via Sommarive 18, 38123 Povo (Trento), Italy
J R Soc Interface. 2014 Sep 6;11(98):20140561. doi: 10.1098/rsif.2014.0561.
Millions of years of evolution have adapted spider webs to achieve a range of functionalities, including the well-known capture of prey, with efficient use of material. One feature that has escaped extensive investigation is the silk-on-silk connection joints within spider webs, particularly from a structural mechanics perspective. We report a joint theoretical and computational analysis of an idealized silk-on-silk fibre junction. By modifying the theory of multiple peeling, we quantitatively compare the performance of the system while systematically increasing the rigidity of the anchor thread, by both scaling the stress-strain response and the introduction of an applied pre-strain. The results of our study indicate that compliance is a virtue-the more extensible the anchorage, the tougher and stronger the connection becomes. In consideration of the theoretical model, in comparison with rigid substrates, a compliant anchorage enormously increases the effective adhesion strength (work required to detach), independent of the adhered thread itself, attributed to a nonlinear alignment between thread and anchor (contact peeling angle). The results can direct novel engineering design principles to achieve possible load transfer from compliant fibre-to-fibre anchorages, be they silk-on-silk or another, as-yet undeveloped, system.
数百万年的进化使蜘蛛网具备了一系列功能,包括以高效利用材料的方式实现众所周知的捕获猎物功能。一个尚未得到广泛研究的特性是蜘蛛网内丝与丝之间的连接节点,特别是从结构力学角度来看。我们报告了对理想化的丝与丝纤维连接点的联合理论和计算分析。通过修改多重剥离理论,我们在系统地增加锚定线的刚度时,通过缩放应力 - 应变响应和引入施加的预应变,定量比较了系统的性能。我们的研究结果表明,柔韧性是一种优势——锚固越具可扩展性,连接就越坚韧和牢固。考虑到理论模型,与刚性基材相比,柔性锚固极大地提高了有效粘附强度(分离所需的功),这与粘附的线本身无关,这归因于线与锚之间的非线性对齐(接触剥离角)。这些结果可为实现从柔性纤维到纤维锚固的可能载荷传递提供新的工程设计原则,无论是丝对丝系统还是其他尚未开发的系统。