混凝土参数变化的预应力悬浇箱梁温度应力敏感性分析
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Sensitivity Analysis of Cantilever Box Beam Temperature Effects Based on the Prestressed Concrete Parameter Changes
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    摘要:

    大跨度预应力悬浇箱型梁施工中,混凝土弹性膜量E、热膨胀系数α等参数会随施工环境而改变。在一定的温度场情况下,其参数的改变会引起桥梁内部应力应变的增减,其变化值会影响桥梁的施工质量、设计参数及使用安全。据此,结合实际桥梁工程施工,以某一温度场的箱梁截面为对象,研究当混凝土悬浇桥梁E、α等参数发生改变时,对桥梁截面应力和应变场的影响程度,揭示桥梁截面应力变化敏感性的规律,总结出为提高桥梁使用安全度需要着重考虑的温度应力敏感性因素的影响。

    Abstract:

    On the construction of large-span prestressed box beam Cantilever, the parameter frequent changes in concrete modulus E, coefficient of thermal expansion α.In a certain temperature case, the change of concrete parameters will cause the changes on internal stress and strain of the bridge and the difference of the changes will affect the bridge safety. Accordingly,based on a bridge cross-section of a temperature field and combined with the actual bridge construction, give concrete Cantilever bridge parameters change, calculated and analyzed the sphere of influence of parameters on the stress and strain fields of bridge, asked the law of sensitivity on stress changes. Summarize the sensitivity factors of temperature stress which is used to improve bridge safety.

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殷志祥,朱巍.混凝土参数变化的预应力悬浇箱梁温度应力敏感性分析[J].土木与环境工程学报(中英文),2012,34(Z1):32-35. YIN Zhixiang, ZHU Wei. Sensitivity Analysis of Cantilever Box Beam Temperature Effects Based on the Prestressed Concrete Parameter Changes[J]. JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING,2012,34(Z1):32-35.[doi]

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  • 在线发布日期: 2012-09-13
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