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A new computational framework for the minimum thrust analysis of axisymmetric masonry domes

机译:轴对称砌体圆顶最小推频分析的新计算框架

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摘要

An original computational framework is presented for the minimum thrust analysis of axisymmetric masonry domes with arbitrary meridian curve, subject to their self-weight. The formulation is characterized by the ability to account for an arbitrary meridional stereotomy, which is reflected in the exact treatment of the dome self weight and in the representation of the stress resultants. The classical equilibrium equations of axisymmetric shells are resorted to for formulating the equilibrium of the dome as that of its mid-surface, and the admissibility conditions on the stress resultants are consequently stated. The proposed formulation is proven to provide a unitary framework in which competing formulations for masonry domes available in the literature, classified as lunar-slices and membrane formulations, can be derived as particular cases. Furthermore, it fosters an extremely efficient and robust computational approach, which amounts to the solution of a straightforward Linear Programming problem. Numerical results are discussed, as parametric analyses of ogival domes with normal or vertical meridional stereotomies, and of domes with superellipse meridian curve, at varying of the rise-tomidspan ratio and of the shape exponent. Finally, the merit of the proposed procedure is shown in application to a real case.
机译:提出了一个原始的计算框架,用于轴对称砌体圆顶与任意经络曲线的最小推力分析,受其自我重量。该制剂的特征在于考虑任意优异的矫形术的能力,其反映在圆顶自重的精确处理和应力结果的表示中。轴对称壳的经典平衡方程被诉诸于圆顶的平衡,以及其中间表面的平衡,因此因此阐述了应力结果的可接受条件。拟议的制剂被证明是提供一个单一的框架,其中可以根据特定病例衍生出文献中可获得的文献中可用的碎石圆顶的竞争制剂。此外,它促进了一种非常有效和稳健的计算方法,这增加了直接线性规划问题的解决方案。讨论了数值结果,作为具有正常或垂直子午线的奥古斯圆顶的参数分析,以及具有超级椭圆状物曲线的圆顶,不同于升起 - 番木韧带和形状指数。最后,拟议程序的优点在申请中显示给实际情况。

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