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Fractal-like overturning maps for stacked rocking blocks with numerical and experimental validation

机译:具有数值和实验验证的堆叠式岩石块的类似分形的倾覆图

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A novel, compact mathematical formulation is presented to describe the dynamic rocking response of single and double block systems subjected to gravity and/or ground excitation. The derivation of the closed-form solutions of impacts and motion is based on the conservation of angular momentum and the Euler-Lagrange equation, respectively, and combines all the different cases of possible block relative rotating and impact modes (16 in total) into a single set of equations without the need of transient expressions. The derived equations that describe the impact modes are the equivalent to the expression derived by Housner and depend on the angular velocity of the blocks before impact. The analytical model is integrated numerically via an ad hoc algorithm and its reliability & accuracy are verified after various self-consistency tests and comparisons with the literature. In addition, several shaking table experiments were conducted in EQUALS laboratory in Bristol, set-up constructed to test free and forced rocking motion of single and double block configurations. The error margins of the measurements are determined, and the extracted data are in good agreement with the numerical results for most examined cases. The ideal Housner restitution coefficient of single block impact to a rigid base is adjusted to match experimental conditions, and it is found to be correlated with the block aspect ratio. The forced rocking of a two-block system is shown to exhibit numerous different response patterns depending on the excitation conditions. The integrated model is finally applied to produce normalised overturning maps for double block systems, subjected to single-pulse sine inputs, which uncover the existence of a fractal-type behaviour. This previously unsuspected trait of multi-block systems is reminiscent of the chaotic behaviour exhibited by a classical double pendulum and suggests that the risk of overturning can only be evaluated on a probabilistic sense.
机译:提出了一种新颖,紧凑的数学公式来描述承受重力和/或地面激励的单块和双块系统的动态摇摆响应。冲击和运动的闭合形式解的推导分别基于角动量守恒和Euler-Lagrange方程,并将所有可能的相对相对旋转和冲击模式的情况(总共16种)组合为一个不需要瞬态表达式的单个方程组。描述碰撞模式的导出方程式等效于Housner导出的表达式,并且取决于碰撞之前块体的角速度。该分析模型通过ad hoc算法进行数值集成,并经过各种自洽性测试并与文献进行比较,从而验证了其可靠性和准确性。此外,在布里斯托尔的EQUALS实验室进行了几个振动台实验,其设置旨在测试单块和双块配置的自由和强制摇摆运动。确定了测量的误差容限,并且对于大多数检查的情况,提取的数据与数值结果非常吻合。调整了单个块对刚性基础的冲击的理想Housner恢复系数,以匹配实验条件,并且发现与块长宽比相关。示出了两块系统的强制摇摆根据激励条件表现出许多不同的响应模式。最终,将集成模型应用于双块系统的归一化倾覆图,该系统经受单脉冲正弦输入,从而揭示了分形类型行为的存在。多块系统的这种以前未曾预料到的特征使人联想到经典双摆所表现出的混沌行为,并表明倾覆的风险只能从概率意义上进行评估。

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