<abstract xmlns="http://www.w3.org/1999/xhtml">

<p>The paper presents the method and results of numerical simulations of the mutual dynamic interactions between vehicles and the bridge structure, which has defect in the form of excessive permanent deformations. The parametric analyses were carried out taking into account the following parameters: permanent deflections of spans, with a maximum value ranging from 0 to 150 mm, vehicle speed from 10 m/s (36 km/h) to 30 m/s (108 km/h), and two types of heavy vehicle suspension systems, each with very different properties. The presented analyses are based on the characteristics of real motorway bridge structure with permanent deflections of the multi-span main girders, constructed of steel beams and reinforced concrete slab. The proposed procedure of dynamic numerical analysis can also be useful in the assessment of the influence of permanent deflections on the interactions between vehicles and other types of bridge structures.</p>
</abstract>

The paper presents the method and results of numerical simulations of the mutual dynamic interactions between vehicles and the bridge structure, which has defect in the form of excessive permanent deformations. The parametric analyses were carried out taking into account the following parameters: permanent deflections of spans, with a maximum value ranging from 0 to 150 mm, vehicle speed from 10 m/s (36 km/h) to 30 m/s (108 km/h), and two types of heavy vehicle suspension systems, each with very different properties. The presented analyses are based on the characteristics of real motorway bridge structure with permanent deflections of the multi-span main girders, constructed of steel beams and reinforced concrete slab. The proposed procedure of dynamic numerical analysis can also be useful in the assessment of the influence of permanent deflections on the interactions between vehicles and other types of bridge structures.

Influence of Permanent Deflections on The Vibrations of Bridge Spans in Operating Conditions

Wroclaw University of Science and Technology

Studia Geotechnica et Mechanica

This work is licensed under the Creative Commons Attribution 4.0 International License.

The paper presents the method and results of numerical simulations of the mutual dynamic interactions between vehicles and the bridge structure, which has...

Influence of Permanent Deflections on The Vibrations of Bridge Spans in Operating Conditions

Article Category: Original Study

Pubblicato online: 02 mar 2022

Pagine: 97 - 113

Ricevuto: 03 lug 2021

Accettato: 15 dic 2021

DOI: https://doi.org/10.2478/sgem-2022-0004

Parole chiave
permanent deflections, finite element method, dynamic analysis, vibrations, motorway bridges, bridge–vehicle interaction

© 2022 Mieszko Kużawa et al., published by Sciendo

This work is licensed under the Creative Commons Attribution 4.0 International License.

Influence of Permanent Deflections on The Vibrations of Bridge Spans in Operating Conditions

Article Category: Original Study

Pubblicato online: 02 mar 2022

Pagine: 97 - 113

Ricevuto: 03 lug 2021

Accettato: 15 dic 2021

DOI: https://doi.org/10.2478/sgem-2022-0004

Parole chiavepermanent deflections, finite element method, dynamic analysis, vibrations, motorway bridges, bridge–vehicle interaction

© 2022 Mieszko Kużawa et al., published by Sciendo

This work is licensed under the Creative Commons Attribution 4.0 International License.

Parole chiave
permanent deflections, finite element method, dynamic analysis, vibrations, motorway bridges, bridge–vehicle interaction