Theoretical Analysis on Reinforced Concrete Bridge from Non-linear Temperature Effect

M. Tomko, I. Demjan
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Abstract

Abstract The paper presents a theoretical analysis that models the effects of temperature load induced on a two-pole, twobox reinforced concrete bridge. Implemented was theoretical analysis of thermodynamic effects, which was performed on a closed double-box reinforced concrete bridge structure. The modelling and analysis only considered the upper part of the load-bearing bridge structure. This type of bridge was selected to present the results of this study which analysed the worst effects of temperature acting on the bridge structure.
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钢筋混凝土桥梁非线性温度效应的理论分析
摘要本文建立了温度荷载对双极双箱钢筋混凝土桥梁影响的理论模型。对某密闭双箱钢筋混凝土桥梁结构进行了热力效应理论分析。建模和分析只考虑了承重桥结构的上部。选择这种类型的桥梁是为了展示本研究的结果,该研究分析了温度对桥梁结构的最坏影响。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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