Analytical formulas of thermal deformation of suspension bridges. (1st July 2021)

• Record Type: Journal Article
• Authors: Zhou, Yi; Xia, Yong; Fujino, Yozo; Yamaguchi, Kazunori
• Is Part Of: Engineering structures. Volume 238(2021)
• Publication Date: 2021-07-01
• Subjects: Suspension bridge -- Thermal deformation -- Analytical solution -- Sag effect -- Structural health monitoring; Structural engineering -- Periodicals; Structural analysis (Engineering) -- Periodicals; Construction, Technique de la -- Périodiques; Génie parasismique -- Périodiques; Pression du vent -- Périodiques; Earthquake engineering; Structural engineering; Wind-pressure; Periodicals; 624.105
• DOI: 10.1016/j.engstruct.2021.112228
• Languages: English
• ISSNs: 0141-0296

Abstract

Graphical abstract: Highlights: The derived formulas are very easy to use by engineers and other practitioners. The proposed approach is applicable to ground- and self-anchored suspension bridges. The sag effect of the side-span cable on the global thermal deformation is quantified. The interaction of thermal deformations of main- and side-span cables is revealed. The proposed formulas are verified by eight long-span suspension bridges worldwide. Abstract: Deformation of a long-span suspension bridge is mainly caused by ambient temperature changes. The temperature-induced deformation of a bridge is usually calculated using complex three-dimensional finite element analysis, the mechanism of which is often unclear. In this study, we derive general, succinct analytical formulas of the thermal deformation of three-span suspension bridges. The deformation of different components is unified into a one-dimensional thermal expansion formula ( δ L = L E θ · δ T ) by introducing an equivalent length L E . The sag effect of side-span cables is characterized by the modification coefficients, which demonstrate that the neglect of the sag effect overestimates the thermal deformation. Furthermore, the thermal deformation of the main- and side-span cables and towers is found to interact with each other as a result of the cable tension changes with varying temperature. The analytical formulas are validated using eight long-span suspension bridges including the Akashi Kaikyo bridge, the longest main-span suspension bridge in the world. The closed-form solutions herein also apply to the self-anchored suspension bridges.