2019
DOI: 10.21595/vp.2019.20584
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FE modeling of moving load effect on two span bridge

Abstract: The problem of simulation of moving load effect on bridges is a relatively old problem. It was induced by the collapse of the Chester Rail Bridge in England in the year 1847 and can be traced in the literature since the year 1849. The new generation of young research workers is capable to contribute to the solution of the problem with new findings. The contribution is devoted to the modeling of the vehicle motion along a two-span bridge in the environment of the program system ADINA. The task is solved as a pl… Show more

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Cited by 2 publications
(2 citation statements)
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“…It is necessary to create a numerical model as the most describe the real situation on construction. The vehicle-bridge contact task model was created in computer software ADINA based on the FEM principle [18]. The FEM is a very often used method for differential equations calculating.…”
Section: Model-based On Finite Element Methodsmentioning
confidence: 99%
“…It is necessary to create a numerical model as the most describe the real situation on construction. The vehicle-bridge contact task model was created in computer software ADINA based on the FEM principle [18]. The FEM is a very often used method for differential equations calculating.…”
Section: Model-based On Finite Element Methodsmentioning
confidence: 99%
“…Historically, the bridges were designed with consideration of static load only and the influence of dynamic load was neglected. The dynamic response of bridges was first studied in the middle of the 19th century (González 2010;Valašková et al 2019) after the collapse of the Chester Railway Bridge in the U.K. In the design of modern bridges, the influences of dynamic load are considered by multiplying the static load with a factor called the Impact factor to approximate dynamic effects (Wolek, 1996;Billing, 1984;Chang et al, 1994;Mohseni et al, 2014).…”
Section: Introductionmentioning
confidence: 99%