Stress-Strain State of Composite Bridges
Abstract
The paper presents the analysis of the conditions and dependencies of the loading parameters and the stress-strain state of composite steel bridge beams under static and dynamic loading. The dependences are obtained for the real impact of the vehicle-superstructure system on the supporting beams and the stress-strain state. The special attention is paid to the inertial effects from the dead weight of the beams under the dynamic loading.
About the Authors
Vladimir M. Kartopoltsev
Tomsk State University of Architecture and Building
Russian Federation
Russian Federation
Vasilii M. Safronov
Luben Karavelov Higher School for Civil Engineering
Russian Federation
Russian Federation
Andrei V. Kartopoltsev
Tomsk State University of Architecture and Building
Russian Federation
Russian Federation
Boris D. Kolmakov
Tomsk State University of Architecture and Building
Russian Federation
Russian Federation
References
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Review
For citations:
Kartopoltsev V.M., Safronov V.M., Kartopoltsev A.V., Kolmakov B.D. Stress-Strain State of Composite Bridges. Vestnik of Tomsk state university of architecture and building. 2016;(3):194-204. (In Russ.)
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