首页> 美国卫生研究院文献>Philosophical transactions. Series A Mathematical physical and engineering sciences >An amateurs contribution to the design of Telfords Menai Suspension Bridge: a commentary on Gilbert (1826) ‘On the mathematical theory of suspension bridges’
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An amateurs contribution to the design of Telfords Menai Suspension Bridge: a commentary on Gilbert (1826) ‘On the mathematical theory of suspension bridges’

机译:业余爱好者对特尔福德的梅奈悬索桥的设计的贡献:吉尔伯特(1826)关于悬索桥的数学理论的评论

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摘要

Davies Gilbert's work on the catenary is notable on two counts. First, it influenced Thomas Telford in formulating his final design for the Menai Strait suspension bridge (1826); and second, it established for the first time the form of the ‘catenary of equal strength’. The classical catenary is a uniform flexible chain or cable hanging freely under gravity between supports. The ‘catenary of equal strength’ is the form of a cable whose cross-sectional area is made proportional to the tension at each point, so that the tensile stress is uniform throughout. In this paper I provide a sketch of the lives and achievements of Gilbert and Telford, and of their interaction over the Menai Bridge. There follows a commentary on Gilbert's 1826 paper, and on his two related publications; and a brief sketch of the earlier history of the catenary. I then describe the development of the suspension bridge up to the present time. Finally, I discuss relations between mathematical analysts and practical engineers. This commentary was written to celebrate the 350th anniversary of the journal Philosophical Transactions of the Royal Society.
机译:戴维斯·吉尔伯特(Davies Gilbert)在接触网上的工作有两点值得注意。首先,它影响了托马斯·特尔福德(Thomas Telford)为梅奈海峡悬索桥制定最终设计的方案(1826);其次,它首次确立了“同等力量的类别”的形式。传统的悬链线是一条均匀的柔性链或电缆,在重力作用下可自由悬挂在支撑之间。 “同等强度的类别”是电缆的形式,其横截面面积与每个点的张力成比例,因此整个拉伸应力都是均匀的。在本文中,我概述了吉尔伯特和特尔福德的生活和成就,以及他们在梅奈大桥上的互动。接下来是对吉尔伯特1826年论文及其两个相关出版物的评论。以及悬链线早期历史的简要草图。然后,我描述了到目前为止的悬索桥的发展。最后,我讨论了数学分析师和实际工程师之间的关系。这篇评论是为庆祝《皇家学会哲学交易》发表350周年而写的。

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