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The Cohesive Law and Toughness of Engineering and Natural Adhesives

机译:工程和天然粘合剂的凝聚力和韧性

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Polymeric adhesives play a critical role in engineering applications, whether it is to bond components together or to serve as matrix for composite materials. Likewise, adhesives play a critical role in natural materials where adhesion is needed (e.g. mussel byssus) or to simply preserve the integrity of natural composite materials by holding fibers together (e.g. extra-collagenous proteins in bone). In this work we use a newly developed technique to measure the cohesive law and toughness of adhesives which is similar to a standard double cantilever beam configuration, but in which the beams are replaced by two rigid blocks. We originally developed this method for extracting the cohesive law of soft and weak biological adhesives, and we here show that it can be modified to include high strength of engineering adhesives. Using this method, the cohesive law of the adhesive is directly computed from the load-deflection curve of the experiment, without making initial assumption on its shape. The cohesive law reveals the strength and extensibility of the adhesives, which is richer in information than the toughness (which is the area under the cohesive law). We also define a non-dimensional parameter which can be used to quantitatively investigate whether the assumption of rigid substrates is valid. For values of the parameter close to unity, the RDCB rigidity assumption is valid and the method directly yields the cohesive law of the adhesive. The engineering and natural adhesives we tested showed a wide range of strength, toughness and extensibility, and revealed new pathways which can be exploited in the design and fabrication of biomimetic materials.
机译:聚合物粘合剂在工程应用中发挥着关键作用,无论是将组分结合在一起还是用作复合材料的基质。同样,粘合剂在所需的天然材料中发挥着关键作用,其中需要粘附(例如贻贝Byssus)或通过将纤维保持在一起(例如骨中的胶原蛋白质蛋白质)来简单地保持自然复合材料的完整性。在这项工作中,我们使用新开发的技术来测量与标准双悬臂梁配置类似的粘合剂的粘性定律和韧性,但是梁被两个刚性块取代。我们最初开发了这种方法,用于提取柔软和薄弱的生物粘合剂的粘性定律,我们在这里表明它可以被修改为包括高强度的工程粘合剂。使用这种方法,粘合剂的粘性定律直接从实验的载荷偏转曲线计算,而不会对其形状进行初始假设。粘性法揭示了粘合剂的强度和伸展性,其在信息中比韧性更丰富(这是粘性法下的区域)。我们还定义了一种非维度参数,该参数可用于定量调查刚性基板的假设是否有效。对于接近统一的参数的值,RDCB刚性假设有效,该方法直接产生粘合剂的粘性定律。我们测试的工程和天然粘合剂显示出广泛的强度,韧性和可伸展性,并揭示了可以在仿生材料的设计和制造中开发的新途径。

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