Sensitivity Analysis of Cantilever Box Beam Temperature Effects Based on the Prestressed Concrete Parameter Changes
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    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

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  • Online: September 13,2012
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