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Elastic and Irreversible Bending of Tree and Shrub Branches Under Cantilever Loads

机译:悬臂荷载作用下树枝和灌木树枝的弹性和不可逆弯曲

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摘要

Tree and shrub branches subjected to cantilever loads such as intercepted snowfall undergo, in addition to the familiar instantaneous elastic bending, a conspicuous retarded-elastic bending, which is commonly 30–50% of their instantaneous bending and occasionally even more. The resultant bending creep that occurs after loading also often includes a slow, time-dependent irreversible bending. These phenomena occur quite generally among woody plants of different major biomes, taxonomic groups, and structural types. We give some of branch bending viscoelasticity’s basic physical properties such as load dependence and stress relaxation. These properties belong to the secondary walls of branches’ xylem (wood) cells; some properties differ notably from those reported for primary cell walls, a difference for which we propose explanations. A method for separating the overlapping time courses of retarded-elastic and time-dependent irreversible bending shows that multiple retarded-elastic (“Kelvin”) elements of branches span a wide range of retardation times (a retardation spectrum, approximate examples of which we calculate), and that irreversible bending can occur in different cases either only in the first few h after loading, or more extensively through 24 h, or (rarely) for several days. A separate time-independent irreversible bending, permanent set, involving a substantial yield stress, also occurs. In three species of shrubs rapid irreversible bending began only several (up to 24) h after loading, implying an unusual kind of viscoelasticity. Deductions from the dynamics of bending suggest that retarded elasticity can help protect branches against breakage by wind gusts during storms. Irreversible bending probably contributes both to the form that tree and shrub crowns develop over the long term, involving progressive increase in the downward curvature and/or inclination of branches, and also to certain other, more specialized, developmental changes.
机译:承受悬臂载荷(例如截获的降雪)的树枝和灌木,除了熟悉的瞬时弹性弯曲外,还会经历明显的延迟弹性弯曲,这通常是瞬时弯曲的30%至50%,有时甚至更高。加载后发生的最终弯曲蠕变通常还包括缓慢的,与时间有关的不可逆弯曲。这些现象通常发生在具有不同主要生物群落,分类组和结构类型的木本植物中。我们给出了分支弯曲粘弹性的一些基本物理特性,例如载荷依赖性和应力松弛。这些属性属于分支木质部(木质)细胞的次生壁。一些特性与原代细胞壁报道的特性明显不同,我们建议对此进行解释。一种分离延迟弹性和与时间有关的不可逆弯曲的重叠时间过程的方法表明,分支的多个延迟弹性(“开尔文”)元素跨越很宽的延迟时间范围(延迟谱,我们可以计算出它们的近似示例) ),并且在不同情况下,只能在加载后的最初几小时内发生不可逆的弯曲,或者在24小时内更广泛地发生,或者(很少)持续几天。还会发生涉及大量屈服应力的单独的与时间无关的不可逆弯曲永久变形。在三种灌木中,加载后仅数小时(最多24小时)就开始快速不可逆弯曲,这意味着一种不寻常的粘弹性。弯曲动力学的推论表明,弹性减弱可以帮助保护树枝免受暴风雨中阵风的破坏。不可逆转的弯曲可能既有助于树冠和灌木冠长期发展的形式,也涉及分支的向下弯曲和/或倾斜度的逐渐增加,并且还导致某些其他更专业的发展变化。

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