地下车道植物的应力、应变率分析

P. Greene, Virginia A. Greene
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引用次数: 6

摘要

地下车道植物的强度足以穿透7 - 9厘米厚的碎石面。蒲公英如何完成这一壮举的机制仍然是一个谜。使用麦克斯韦模型的路面屈服随时间的变化,提供的数据可能会对这一现象有所启发。植物茎的后屈曲行为是量化的。欧拉弯曲和屈曲理论可以计算细胞应力场,与膨胀压力相比,表明即将发生的细胞屈曲。植物茎屈曲后塑性应变为19%。在细胞壁处,应力集中系数是施加外场的3倍,因此细胞的内胀压被施加的外应力所压倒。为了产生给定量的表面挠度,对表面开发了脉冲积分,其中施加力乘以时间的乘积是常数。蒲公英的茎和叶柄在屈曲状态下足够强大,可以抬升并推开断裂的碎石坑,但不足以在最初撕裂地表。这项工作的目的是确定这种不寻常的植物生存现象背后的机制,由量化数据支持。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Stress, Strain-Rate Analysis of Sub-Surface Driveway Plants
Sub-surface driveway plants are strong enough to penetrate a macadam surface of thickness 7 – 9 cm. The mechanics of how the Taraxacum officinale accomplishes this feat remain a mystery. Using the Maxwell model for pavement yielding over time, data are presented which may shed some light on this phenomenon. The post-buckling behavior of the plant stalk is quantified. Euler bending and buckling theory enables calculation of the cellular stress field, compared to turgor pressure, indicating impending cell buckling. Post-buckling plastic strain of the plant stem is 19%. At the cell wall, the stress concentration factor is 3-times greater than the applied external field, so the cell’s internal turgor pressure is overwhelmed by imposed external stress. An Impulse Integral is developed for the surface whereby the product of applied FORCE times TIME is CONSTANT, in order to produce a given amount of surface deflection. Taraxacum officinale stems and leaf stalks are strong enough, in buckling mode, to lift and push apart the fractured macadam crater through which they erupt, but not strong enough to initially crack the surface. The purpose of this work is to determine the mechanisms underlying this unusual plant survival phenomenon, backed by quantified data.
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