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单室预应力混凝土箱梁温度场及温度应力研究 被引量:35

Research for Temperature Fields and Temperature Stresses of Prestressed Concrete Single-Box Girder Bridge
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摘要 本文用伽辽金加权余量法导出在日照或大气温度或两者共同作用下箱梁温度场及简支箱梁温度应力的计算机模型,编制出能在微机上实现的通用程序。该程序计算出九江大桥的温度值及温度应力同相应实测值十分吻合。 A computer model of temperature fields and temperature stresses of the box girder under the action of solar radiation and air temperature is deduced from Galerkin's Weighted Residuals, with the corresponding general computer program worked out for microcomputer. Temperature fields and longitudinal temperature stresses of Jiujiang Yangtze Railway Bridge obtained with this program are very agreeable to those obtained through practical measuring.
作者 魏光坪
出处 《西南交通大学学报》 EI CSCD 北大核心 1989年第4期90-97,共8页 Journal of Southwest Jiaotong University
关键词 箱梁 预应力 混凝土 温度应力 桥梁 prestressed concrete temperature eigenstress temperature continuity stresses temperature curvature restrained moment due to temperature
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