Dynamic effect of foundation settlement on bridge-vehicle interaction. (15th March 2017)

• Record Type: Journal Article
• Authors: Zhong, Hai; Yang, Mijia
• Is Part Of: Engineering structures. Volume 135(2017:Mar. 15)
• Page Start: 149
• Page End: 160
• Publication Date: 2017-03-15
• Subjects: Foundation settlement -- Bridge-vehicle interaction -- Dynamic impact factor -- Road surface roughness; 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.2017.01.006
• Languages: English
• ISSNs: 0141-0296

Abstract

Highlights: Foundation settlement affects dynamic impact factors (DIFs). Effect of foundation settlement on DIFs increases with the vehicle speed. Road surface roughness couples with the settlement to exacerbate DIFs. DIFs of Simply-supported bridges are more sensitive to the foundation settlement. Abstract: Foundation settlement is a common issue for bridges, which not only generates additional static stresses in continuous bridge members but also may affect the dynamic interaction between the bridge and vehicle traveling over it. In this paper, a new bridge-vehicle model with consideration of foundation settlement effect is created through the principle of virtual works to investigate the settled bridge and vehicle interaction responses. The correctness and accuracy of the model are validated with theoretical and numerical results. Based on the proposed model, numerical simulations have been conducted using the Newmark's β method to investigate the effects of settlement mode, vehicle traveling speed, road surface roughness and boundary condition. It is shown that foundation settlement has a significant effect on impact factors of the bridge at high vehicle speeds, and road surface roughness may act together with the settlement to have a coupling effect, which needs special attentions in bridge design.