Fatigue Simulation Analysis of Carriageway Plates of Reinforced Concrete T-Shaped Girders

Abstract

The carriageway plate, which is a bridge structure, directly bears the traffic load and can cause fatigue rupture easily by repeated loading. This study put forward an analysis model of reinforced concrete T-shaped girder carriageway plate girders to reveal the law of the influences of internal factors, such as length-width and thickness-width ratios of two-and one-way slabs, on the fatigue performance of carriageway plates. The physical girder space model was established using the Midas/FEA finite element software. The correlation between the fatigue stress level, length-width ratio, and thickness-width ratio of carriageway plates and the fatigue performance of carriageway plates of ribbed-girder bridges was analyzed using traditional fatigue analysis methods based on the S-N curve and Miner linear cumulative damage theory. The fatigue life and rupture areas were determined. The change rules of fatigue life and damage degrees of structure girders under different influencing factors were determined. Results show that a significant negative correlation exists between the length-width ratio and fatigue life of carriageway plate when the length-width ratio of one-way slabs ranges from 4.0 to 6.0. The fatigue life decreases linearly with the increase in the length-width ratio when the lengthwidth ratio of two-way slabs ranges from 1.0 to 1.9. The anti-fatigue performance of two-way slabs is stronger than that of one-way slabs. In addition, setting the thickness-width ratio of a carriageway plate between 0.07 and 0.08 is economically reasonable. This study provides a certain reference value for the further perfection of the anti-fatigue design of carriageway plates of reinforced concrete ribbed-girder bridges.

Flutter Performance Research of Π-Shaped Section Cable-Stayed Bridge

“…The traditional two-dimensional flutter analysis method involves analyzing the symmetric or anti-symmetric bending and torsion frequencies of a bridge, based on the assumption that torsion and vertical bending frequencies are the fundamental vibration modes involved in wind-induced vibration and that other modes have little influence on the final vibration pattern. Nowadays, people gradually realize that wind-induced vibration is not simply a coupling between vertical bending and torsion frequencies, but rather a result of multiple vibration modes acting together [10,11]. Therefore, the development of a three-dimensional multi-mode coupled wind-induced vibration analysis theory is necessary.…”

Fatigue life modelling of railway prestressed concrete sleepers

“…Maekawa, K. et al (2006) conducted the 3D fatigue analysis which predicts the fatigue life of reinforced concrete slabs [16]. Zhang, C. et al (2019) developed 3D concrete T-shape girder in order to investigate the fatigue performance of the carriageway plates of bridge [17]. These studies provide a fundamental understanding of fatigue behaviour in concrete structures.…”