Comparative statement analysis of span structures with a reinforced concrete and orthotropic plate under the exposure of solar radiation

Sergey Gridnev; Igor Podlesnykh; Aleksandr Rezunov; Rinat Mukhtarov

doi:10.1051/e3sconf/202126303020

All issues

Volume 263 (2021)

E3S Web Conf., 263 (2021) 03020

References

Open Access

Issue		E3S Web Conf. Volume 263, 2021 XXIV International Scientific Conference “Construction the Formation of Living Environment” (FORM-2021)


Article Number		03020
Number of page(s)		10
Section		Modelling and Mechanics of Building Structures
DOI		https://doi.org/10.1051/e3sconf/202126303020
Published online		28 May 2021

V.О. Mishutin. The need to take into account temperature strains at projection and construction of bridge structures. The modern technologies. System analysis. Model operation, № 3 (43): p.203–208 (2014). (in Russian). [Google Scholar]
О.I. Bezbabicheva, А.V. Bilchenko, А.G. Kislov. Prediction of temperature stresses in front beams of bridge structures. Science and progress of transport. Messenger of Dnepropetrovsk National University of Railway Transport, №33: p.28–31 (2010) (in Russian). [Google Scholar]
Cun Ren Jiang, Jian Min Ren, Zhuo Ling Wang. Research of Temperature Field of Long Span Concrete Box Girder Bridge Caused by Solar Radiation. Applied Mechanics and Materials, Vols. 256-259: P.1635–1639. (2013) [Google Scholar]
Linren Zhou, Yong Xia, James M. W. Brownjohn, Ki Young Koo. Temperature Analysis of a Long-Span Suspension Bridge Based on Field Monitoring and Numerical Simulation. Journal of Bridge Engineering, Vol. 21, Issue 1. (2016) [Google Scholar]
XuMing Song, Hani Melhem, Jun Li, QingYuan Xu, LiJun Cheng. Effects of Solar Temperature Gradient on Long-Span Concrete Box Girder during Cantilever Construction. Journal of Bridge Engineering, Vol. 21, Issue 3. (2016) [Google Scholar]
Bo Chen, Yu-zhou Sun, Gan-jun Wang, Ling-yan Duan, “Assessment on Time-Varying Thermal Loading of Engineering Structures Based on a New Solar Radiation Model”, Hindawi Publishing Corporation, Mathematical Problems in Engineering, vol. 2014, Article ID 639867, 15 pages. (2014). [Google Scholar]
G. D. Zhou and T. H. Yi, “Thermal load in large-scale bridges: a state-of-the-art review,” International Journal of Distributed Sensor Networks, vol. 2013, Article ID 217983, 17 pages. (2013). [Google Scholar]
I.S. Podlesnykh, S.Yu. Gridnev. Calculation of steel reinforced concrete spans with account of the road base. The experience of the past - look to the future: 7 International Scientific and Practical Conference of Young Scientists and Students: conference proceedings, P.193–198. (2017). (in Russian). [Google Scholar]
S.Yu. Gridnev, I.S. Podlesnykh. Calculation of deflected mode of steel reinforced concrete spans with account of temperature effect in the road base layers. Structural Mechanics and structures, №2(15) – P.75–84. (2017). (in Russian). [Google Scholar]
I.S. Podlesnykh, S.Yu. Gridnev, N.A. Barchenkova. Analysis of influence of solar radiation on the deflected mode of steel-reinforced concrete span. Russian journal of transport engineering, [online], 2(5). Available at: https://t-s.today/PDF/12SATS218.pdf (in Russian). DOI: 10.15862/12SATS218 (2018). [Google Scholar]
S. Yu Gridnev, I. S. Podlesnykh. Influence of solar radiation on the safety of the top layer of the pavement of an iron-concrete span structure, Collected materials of the XIX International Scientific and Technical Conference “Actual problems of the construction, construction industry and industry”. p. 34–36. (2018). (in Russian). [Google Scholar]
S. Yu Gridnev, I. S. Podlesnykh. Temperature distribution along the height of the cross section of the steel concrete bridge span of a highway bridge, Collected materials of the XIX International Scientific and Technical Conference “Actual problems of construction, construction industry and industry”. p. 36–36. (2018). (in Russian). [Google Scholar]
I.S. Podlesnykh, S.Yu. Gridnev, N.A. Barchenkova. Verifying Regulatory Documents for Solar Radiation Level Control When Estimating Stress-Strain State of the Spans Based on the Ortho-tropic Slab. The 24th International Scientific Conference MECHANIKA-2019, p.116–122. (2019). [Google Scholar]
S. Yu. Gridnev, I. S. Podlesnykh. The influence of uneven heating on the stress distribution in the elements of the superstructure with orthotropic slab. Collected materials of the XX International Scientific and Technical Conference “Actual problems of the construction, construction industry and industry”. p. 108–110. (2019). (in Russian). [Google Scholar]
S. Yu. Gridnev, I. S. Podlesnykh. Features of the temperature field in the elements of the superstructure of the road bridge at close to zero negative temperatures. Collected materials of the XX International Scientific and Technical Conference “Actual problems of the construction, construction industry and industry”. p. 110–112. (2019). (in Russian). [Google Scholar]
I.S. Podlesnykh, S.Yu. Gridnev, Yu.I. Skalko. Clarification of the stress-strain state of the superstructure with orthotropic slab taking into account solar radiation. Russian journal of transport engineering, [online] 4(6). Available at: https://t-s.today/PDF/15SATS419.pdf (in Russian). DOI: 10.15862/15SATS419 (2019). [Google Scholar]
S. Yu. Gridnev, I. S. Podlesnykh, Yu.I. Skalko, A.V. Rezunov. Estimating the influence of solar radiation at different seasons on the mode of deformation of a span structure with an ortrotropic plate. Archives for Technical Sciences No 23, p.59–66. (2020) [Google Scholar]
S. Yu. Gridnev, I. S. Podlesnykh. Technique for measuring the temperature field of a span with an orthotropic slab under the influence of solar radiation / Collection of materials of the XXI International Scientific and Technical Conference “Actual problems of construction and construction industry”, p.62–68. (2020). (in Russian). [Google Scholar]
M.A. Telegin. Simulation of the work of the road surface on the steel orthotropic plate of the bridge. Vestnik SibADI, № 3 (25), p.63. (2012). (in Russian). [Google Scholar]
M.A. Telegin. Road clothing on orthotropic bridge slabs. Road power, № 35, p. 34–39. (2011). (in Russian). [Google Scholar]
I.G. Ovchinnikov, E.V. Zinchenko, V.N. Kuzhel. Analysis of road pavement structures used in bridge construction. Roads. Innovations in road construction, №52, p. 52–55. (2011). (in Russian). [Google Scholar]

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[1] V.О. Mishutin. The need to take into account temperature strains at projection and construction of bridge structures. The modern technologies. System analysis. Model operation, № 3 (43): p.203–208 (2014). (in Russian). [Google Scholar]

[2] О.I. Bezbabicheva, А.V. Bilchenko, А.G. Kislov. Prediction of temperature stresses in front beams of bridge structures. Science and progress of transport. Messenger of Dnepropetrovsk National University of Railway Transport, №33: p.28–31 (2010) (in Russian). [Google Scholar]

[3] Cun Ren Jiang, Jian Min Ren, Zhuo Ling Wang. Research of Temperature Field of Long Span Concrete Box Girder Bridge Caused by Solar Radiation. Applied Mechanics and Materials, Vols. 256-259: P.1635–1639. (2013) [Google Scholar]

[4] Linren Zhou, Yong Xia, James M. W. Brownjohn, Ki Young Koo. Temperature Analysis of a Long-Span Suspension Bridge Based on Field Monitoring and Numerical Simulation. Journal of Bridge Engineering, Vol. 21, Issue 1. (2016) [Google Scholar]

[5] XuMing Song, Hani Melhem, Jun Li, QingYuan Xu, LiJun Cheng. Effects of Solar Temperature Gradient on Long-Span Concrete Box Girder during Cantilever Construction. Journal of Bridge Engineering, Vol. 21, Issue 3. (2016) [Google Scholar]

[6] Bo Chen, Yu-zhou Sun, Gan-jun Wang, Ling-yan Duan, “Assessment on Time-Varying Thermal Loading of Engineering Structures Based on a New Solar Radiation Model”, Hindawi Publishing Corporation, Mathematical Problems in Engineering, vol. 2014, Article ID 639867, 15 pages. (2014). [Google Scholar]

[7] G. D. Zhou and T. H. Yi, “Thermal load in large-scale bridges: a state-of-the-art review,” International Journal of Distributed Sensor Networks, vol. 2013, Article ID 217983, 17 pages. (2013). [Google Scholar]

[8] I.S. Podlesnykh, S.Yu. Gridnev. Calculation of steel reinforced concrete spans with account of the road base. The experience of the past - look to the future: 7 International Scientific and Practical Conference of Young Scientists and Students: conference proceedings, P.193–198. (2017). (in Russian). [Google Scholar]

[9] S.Yu. Gridnev, I.S. Podlesnykh. Calculation of deflected mode of steel reinforced concrete spans with account of temperature effect in the road base layers. Structural Mechanics and structures, №2(15) – P.75–84. (2017). (in Russian). [Google Scholar]

[10] I.S. Podlesnykh, S.Yu. Gridnev, N.A. Barchenkova. Analysis of influence of solar radiation on the deflected mode of steel-reinforced concrete span. Russian journal of transport engineering, [online], 2(5). Available at: https://t-s.today/PDF/12SATS218.pdf (in Russian). DOI: 10.15862/12SATS218 (2018). [Google Scholar]

[11] S. Yu Gridnev, I. S. Podlesnykh. Influence of solar radiation on the safety of the top layer of the pavement of an iron-concrete span structure, Collected materials of the XIX International Scientific and Technical Conference “Actual problems of the construction, construction industry and industry”. p. 34–36. (2018). (in Russian). [Google Scholar]

[12] S. Yu Gridnev, I. S. Podlesnykh. Temperature distribution along the height of the cross section of the steel concrete bridge span of a highway bridge, Collected materials of the XIX International Scientific and Technical Conference “Actual problems of construction, construction industry and industry”. p. 36–36. (2018). (in Russian). [Google Scholar]

[13] I.S. Podlesnykh, S.Yu. Gridnev, N.A. Barchenkova. Verifying Regulatory Documents for Solar Radiation Level Control When Estimating Stress-Strain State of the Spans Based on the Ortho-tropic Slab. The 24th International Scientific Conference MECHANIKA-2019, p.116–122. (2019). [Google Scholar]

[14] S. Yu. Gridnev, I. S. Podlesnykh. The influence of uneven heating on the stress distribution in the elements of the superstructure with orthotropic slab. Collected materials of the XX International Scientific and Technical Conference “Actual problems of the construction, construction industry and industry”. p. 108–110. (2019). (in Russian). [Google Scholar]

[15] S. Yu. Gridnev, I. S. Podlesnykh. Features of the temperature field in the elements of the superstructure of the road bridge at close to zero negative temperatures. Collected materials of the XX International Scientific and Technical Conference “Actual problems of the construction, construction industry and industry”. p. 110–112. (2019). (in Russian). [Google Scholar]

[16] I.S. Podlesnykh, S.Yu. Gridnev, Yu.I. Skalko. Clarification of the stress-strain state of the superstructure with orthotropic slab taking into account solar radiation. Russian journal of transport engineering, [online] 4(6). Available at: https://t-s.today/PDF/15SATS419.pdf (in Russian). DOI: 10.15862/15SATS419 (2019). [Google Scholar]

[17] S. Yu. Gridnev, I. S. Podlesnykh, Yu.I. Skalko, A.V. Rezunov. Estimating the influence of solar radiation at different seasons on the mode of deformation of a span structure with an ortrotropic plate. Archives for Technical Sciences No 23, p.59–66. (2020) [Google Scholar]

[18] S. Yu. Gridnev, I. S. Podlesnykh. Technique for measuring the temperature field of a span with an orthotropic slab under the influence of solar radiation / Collection of materials of the XXI International Scientific and Technical Conference “Actual problems of construction and construction industry”, p.62–68. (2020). (in Russian). [Google Scholar]

[19] M.A. Telegin. Simulation of the work of the road surface on the steel orthotropic plate of the bridge. Vestnik SibADI, № 3 (25), p.63. (2012). (in Russian). [Google Scholar]

[20] M.A. Telegin. Road clothing on orthotropic bridge slabs. Road power, № 35, p. 34–39. (2011). (in Russian). [Google Scholar]

[21] I.G. Ovchinnikov, E.V. Zinchenko, V.N. Kuzhel. Analysis of road pavement structures used in bridge construction. Roads. Innovations in road construction, №52, p. 52–55. (2011). (in Russian). [Google Scholar]