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不同材料桥面铺装下混凝土箱梁的温度场分析 被引量:1

Analysis on temperature distribution of the concrete box-girder under the pavement with different materials
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摘要 为研究不同铺装层材料对箱梁温度场的影响,以槎滘大桥为工程背景,采用有限元软件分别对水泥混凝土铺装层与沥青混凝土铺装层在不同厚度下的温度场进行计算与分析,并比较了两种不同铺装层的温度场.分析结果表明,沥青铺装层更适合作预应力混凝土桥梁铺装层,且其厚度宜在5-15 cm之间. In order to study the effect of the temperature distribution in different materials under the pavement layers of the box-girder, taking Chajia Bridge as a background, the finite element software is used to calculate the temperature distribution of the cement concrete pavement and asphalt concrete pavement with different thickness, and two different pavement temperature fields are compared. All the results show that asphalt pavement is more suitable for the prestressed concrete bridge pavement, and the appropriate thickness is from 5 cm to 15 cm.
出处 《交通科学与工程》 2010年第3期41-45,共5页 Journal of Transport Science and Engineering
关键词 钢筋混凝土箱梁 温度场 水泥混凝土铺装层 沥青混凝土铺装层 reinforced concrete box-girder temperature distribution cement concrete pavement asphalt concrete pavement
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  • 1刘娟红,宋少民.表面处理的橡胶颗粒对混凝土阻尼性能的影响[J].北京工业大学学报,2009,35(12):1619-1623. 被引量:13
  • 2Dilger W H,Ghali A,Chan M. Temperature stress in composite box girder bridges[J].Journal of Structural Engi-neering ASCE,1983,(6):1460-1478.
  • 3Thurston S J,Priestley M J N,Cooke N. Influence of crack-ing on thermal response of reinforced concrete bridge[J].Concrete International ACI,1984,(8):36-48.
  • 4Branco F A,Mendes P A. Thermal actions for concrete bridge design[J].{H}Journal of Structural Engineering ASCE,1993,(8):2313-2331.
  • 5Carslaw H S,Jaeger J C. Conduction of Heat Solids[M].{H}London:Oxford University Press,1958.
  • 6Rao D S P. Temperature distributions and stresses in concrete bridges[J].{H}JOURNAL OF THE AMERICAN CONCRETE INSTITUTE,1986,(4):588-596.
  • 7Prakash R D. Temperature stress in concrete box girder bridg-es[J].Indian Concrete Journal,1988,(4):187-191.
  • 8Robers-Wollman C L,Breen J E,Cawrse J. Measurements of thermal gradients and their effects on segmental concrete bridge[J].Journal of Bridge Engineering,2002,(3):166-174.
  • 9Mirambell E,Aguado A. Temperature and stress distributions in concrete box girder bridges[J].Journal of Structural En-gineering,1990,(9):2388-2409.
  • 10Moorty S,Roeder C W. Temperature-dependent bridge move-ments[J].{H}Journal of Structural Engineering,1992,(4):1090-1105.

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