Vehicle-induced fatigue damage prognosis of orthotropic steel decks of cable-stayed bridges. (1st June 2020)

• Record Type: Journal Article
• Authors: Cui, Chuang; Xu, You-Lin; Zhang, Qing-Hua; Wang, Feng-Yang
• Is Part Of: Engineering structures. Volume 212(2020)
• Publication Date: 2020-06-01
• Subjects: Orthotropic steel deck -- Cable-stayed bridge -- Stochastic traffic flow -- Multi-scale model -- Vehicle-bridge coupled system -- Stress response surface -- Pavement and deck interaction -- Fatigue damage prognosis; 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.2020.110509
• Languages: English
• ISSNs: 0141-0296

Abstract

Highlights: A new framework is proposed for fatigue damage prognosis of a cable-stayed bridge. The framework considers fully-coupled vehicle-bridge dynamics. The framework also considers deck and pavement interaction. The framework has been applied to a real long-span cable-stayed bridge in Hong Kong. The fatigue damage is underestimated if neglecting temperature and road roughness. The fatigue damage is overestimated if neglecting transverse locations of vehicles. Abstract: Orthotropic steel deck (OSD) in a long-span cable-stayed bridge is vulnerable to fatigue damage at the deck-to-rib (DTR) joints due to excessive vehicle-induced dynamic stresses. A framework for fatigue damage prognosis of OSD in long-span cable-stayed bridges is thus presented in this paper. The main features of the framework include hourly traffic loading simulation and prediction, multi-scale finite element bridge model, coupled vehicle-bridge system, mesh-insensitive equivalent stress responses at a DTR joint, response surface models for equivalent stress responses, OSD and pavement interaction, asphalt pavement temperature effect, fatigue test-generated S - N curve, and fatigue damage prognosis. To evaluate the feasibility of the proposed framework and to manifest the effects of pavement roughness, asphalt temperature, and vehicle transverse locations on fatigue damage accumulation, a real long span cable-stayed bridge is investigated as a case study. The results indicate that the developed framework is applicable and that the fatigue damage of a DTR joint is underestimated if the time-variant temperature of asphalt pavement and road surface condition are not considered but the fatigue damage is overestimated without consideration of variable transverse locations of vehicles.