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首页> 外文期刊>The Journal of Experimental Biology >Burrowing in marine muds by crack propagation: kinematics and forces
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Burrowing in marine muds by crack propagation: kinematics and forces

机译:通过裂纹扩展在海洋泥浆中挖洞:运动学和力

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摘要

The polychaete Nereis virens burrows through muddy sediments by exerting dorsoventral forces against the walls of its tongue-depressor- shaped burrow to extend an oblate hemispheroidal crack. Stress is concentrated at the crack tip, which extends when the stress intensity factor (K-I) exceeds the critical stress intensity factor (K-Ic). Relevant forces were measured in gelatin, an analog for elastic muds, by photoelastic stress analysis, and were 0.015 +/- 0.001 N (mean +/- s.d.;N= 5). Measured elastic moduli (E) for gelatin and sediment were used in finite element models to convert the forces in gelatin to those required in muds to maintain the same body shapes observed in gelatin. The force increases directly with increasing sediment stiffness, and is 0.16 N for measured sediment stiffness of E=2.7x10(4) Pa. This measurement of forces exerted by burrowers is the first that explicitly considers the mechanical behavior of the sediment. Calculated stress intensity factors fall within the range of critical values for gelatin and exceed those for sediment, showing that crack propagation is a mechanically feasible mechanism of burrowing. The pharynx extends anteriorly as it everts, extending the crack tip only as far as the anterior of the worm, consistent with wedge-driven fracture and drawing obvious parallels between soft-bodied burrowers and more rigid, wedge-shaped burrowers(i.e. clams). Our results raise questions about the reputed high energetic cost of burrowing and emphasize the need for better understanding of sediment mechanics to quantify external energy expenditure during burrowing.
机译:多头NeNereis通过在其压舌形洞穴壁上施加背腹力以扩大扁圆形的半球形裂纹,从而使洞穴穿过泥泞的沉积物。应力集中在裂纹尖端,当应力强度因子(K-I)超过临界应力强度因子(K-Ic)时,裂纹尖端会扩展。通过光弹性应力分析,在明胶(一种弹性泥浆的类似物)中测量了相关力,其为0.015 +/- 0.001N(平均+/- s.d.; N = 5)。在有限元模型中使用明胶和沉积物的弹性模量(E)来将明胶中的力转换为泥浆中所需的力,以保持在明胶中观察到的相同体形。该力随沉积物刚度的增加而直接增加,对于测得的E = 2.7x10(4)Pa的沉积物刚度,其力为0.16N。这种对挖土机施加的力的测量是第一个明确考虑沉积物力学行为的方法。计算得出的应力强度因子在明胶的临界值范围内,并且超过沉积物的临界值,表明裂纹扩展是挖洞的机械可行机制。咽部向后延伸,直到裂开为止,裂纹尖端一直延伸到蠕虫的前部,这与楔形驱动的断裂相一致,并且在软体钻洞和更坚硬的楔形钻洞(即蛤)之间形成了明显的相似之处。我们的研究结果引起了人们对挖洞的高昂能量成本的质疑,并强调需要更好地了解沉积物力学,以量化挖洞期间的外部能量消耗。

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