The article studies the effect of solar radiation at different seasons on the mode of deformation (MD) of a span structure with an orthotropic plate. The temperature fields of the elements of the structure were measured during daylight hours at different times of year at various air temperatures and sun positions. Cases were identified in which it is necessary to clarify the temperature values of the asphalt concrete road surfacing and the main beams obtained using a non-contact pyrometer, and by measuring the temperature with a contact thermometer.
During the year the elements of the span are in a wide temperature range. Using the developed finite element model of the span, taking into account the layers of road surfacing, the MD calculations were performed for each case of exposure to solar radiation according to the corrected results of field measurements. An analysis of the results of numerical studies allows us to conclude that diurnal and seasonal temperature fluctuations create significant additional stresses in the span, which should be taken into account when calculating the MD of spans of road bridges.
Mishutin VO. The need to take into account temperature deformations in the design and construction of bridge structures. Modern technologies System analysis Modeling. 2014;203–8.
2.
Bezbabicheva OI, A.V. B, Kislov AG. Prediction of temperature stresses in facade beams of bridge structures. Science and transport progress. 2010.
3.
Zhou L, Xia Y, Brownjohn JMW, Koo KY. Temperature Analysis of a Long-Span Suspension Bridge Based on Field Monitoring and Numerical Simulation. Journal of Bridge Engineering. 2016;21(ue 1).
4.
Song X, Melhem H, Li J, Xu Q, Cheng L. Effects of Solar Temperature Gradient on Long-Span Concrete Box Girder during Cantilever Construction. Journal of Bridge Engineering. 2016;21(ue 3).
5.
Jiang CR, Ren JM, Wang ZL. Research of Temperature Field of Long Span Concrete Box Girder Bridge Caused by Solar Radiation. Applied Mechanics and Materials. 2013;1635–9.
6.
Chen B, Sun Y zhou, Wang G jun, Duan L yan. Assessment on Time-Varying Thermal Loading of Engineering Structures Based on a New Solar Radiation Model. In: Hindawi Publishing Corporation, Mathematical Problems in Engineering. 2014. p. 15.
7.
Zhou GD, Yi TH. Thermal load in large-scale bridges: a state-of-the-art review. International Journal of Distributed Sensor Networks. 2013;17.
8.
Podlesnykh IS, Gridnev Sy, Barchenkova NA. Analysis of the effect of solar radiation on the mode of deformation of the steel-reinforced concrete span of the road bridge. Internet journal Transport constructions. 2018;13.
9.
Podlesnykh IS, Gridnev SY, Barchenkova NA. Verifying Regulatory Documents for Solar Radiation Level Control When Estimating Stress-Strain State of the Spans Based on the Orthotropic Slab. In: Proceedings of 24th International Conference “MECHANIKA 2019.” 2019. p. 116–21.
10.
Podlesnykh IS, Gridnev Sy, Skalko YI. Clarification of the mode of deformation of the span with an orthotropic plate when taking into account solar radiation. Transport constructions. 2019;14.
Citation
Copyright
This is an open access article distributed under the Creative Commons Attribution License which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
The statements, opinions and data contained in the journal are solely those of the individual authors and contributors and not of the publisher and the editor(s). We stay neutral with regard to jurisdictional claims in published maps and institutional affiliations.