2018
DOI: 10.15862/12sats218
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Analysis of influence of solar radiation on the deflected mode of steel-reinforced concrete span

Abstract: Ссылка для цитирования этой статьи: Подлесных И.С., Гриднев С.Ю., Барченкова Н.А. Анализ влияния солнечной радиации на напряженнодеформированное состояние сталежелезобетонного пролетного строения автодорожного моста // Интернетжурнал «Транспортные сооружения», 2018 №2, https://t-s.today/PDF/12SATS218.pdf (доступ свободный). Загл. с экрана. Яз. рус., англ.

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Cited by 4 publications
(2 citation statements)
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“…The work [9] is devoted to the analysis of the temperature distribution in the layers of the pavement of the steel-reinforced concrete span structure and its influence on the formation of longitudinal cracks in the asphalt concrete pavement in the area above the main beams. In studies [10][11][12], the nature of the distribution of the temperature field along the height of the crosssection was studied, the influence of solar radiation on the stress-strain state and the safety of the asphalt concrete pavement was noted.The article [13] defines the temperature limits at which there are discrepancies in the results of calculating the SSS based on field measurements of the span under the influence of solar radiation with the results of calculations, in accordance with the recommendations of regulatory documents. In works [14,15], studies were carried out during the cold season and a significant effect of temperature effects on the distribution of stresses in the elements of the bridge structure was noted.…”
Section: Introductionmentioning
confidence: 99%
“…The work [9] is devoted to the analysis of the temperature distribution in the layers of the pavement of the steel-reinforced concrete span structure and its influence on the formation of longitudinal cracks in the asphalt concrete pavement in the area above the main beams. In studies [10][11][12], the nature of the distribution of the temperature field along the height of the crosssection was studied, the influence of solar radiation on the stress-strain state and the safety of the asphalt concrete pavement was noted.The article [13] defines the temperature limits at which there are discrepancies in the results of calculating the SSS based on field measurements of the span under the influence of solar radiation with the results of calculations, in accordance with the recommendations of regulatory documents. In works [14,15], studies were carried out during the cold season and a significant effect of temperature effects on the distribution of stresses in the elements of the bridge structure was noted.…”
Section: Introductionmentioning
confidence: 99%
“…In [8], the authors studied the temperature distribution along the height of the cross section of the steel-concrete composite span structure and studied its impact on the durability of asphalt concrete road surfacing.…”
Section: Introductionmentioning
confidence: 99%