Numerical investigation of cable breakage events on long-span cable-stayed bridges under stochastic traffic and wind. (15th December 2015)

• Record Type: Journal Article
• Authors: Zhou, Yufen; Chen, Suren
• Is Part Of: Engineering structures. Volume 105(2015:Dec. 15)
• Page Start: 299
• Page End: 315
• Publication Date: 2015-12-15
• Subjects: Cable-stayed bridge -- Long-span bridge -- Cable breakage (loss) -- Wind -- Traffic; 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.2015.07.009
• Languages: English
• ISSNs: 0141-0296

Abstract

Highlights: Cable-loss events on a long-span cable-stayed bridge are numerically investigated. An advanced finite element-based nonlinear dynamic simulation platform is adopted. Cable-loss parameters are identified to notably influence the bridge response. Traffic and wind may significantly affect the bridge response in cable-loss events. Response envelope analysis is conducted to provide insights for cable loss design. Abstract: Cable breakage (loss) events can be disastrous to cable-stayed bridges because of potential risks of progressive collapse following the initial failure of stay cables. To avoid turning a cable-breakage hazard into a disaster, it is important to rationally assess the risk through accurately predicting the nonlinear dynamic behavior of the bridge subjected to various types of cable-loss events. With a recently developed advanced finite element (FE)-based nonlinear dynamic simulation platform, a comprehensive numerical investigation of cable-loss incidents on a long-span cable-stayed bridge is conducted by focusing on post-breakage performance. Parametric studies are carried out to evaluate the impacts from various important parameters related to cable-breakage process and service loads from stochastic traffic and wind. Several parameters associated with cable-breakage processes, such as the breakage duration, time-transient curve and initial state, are found to influence the dynamic performance of the bridge notably. The results also indicate that service traffic and wind loads as well as complex coupling effects with the bridge are important to the bridge response following cable-loss events. In the final part of the study, response envelope analysis is made and a comparative investigation is also conducted between the results from the advanced FE-based nonlinear dynamic approach and those from the equivalent static approach as suggested by the Post-Tensioning Institute (PTI).