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绩黄高速公路拱桥结构非线性分析
引用本文:曹建伟.绩黄高速公路拱桥结构非线性分析[J].安徽地质,2009,19(4):300-302.
作者姓名:曹建伟
作者单位:安徽宏泰交通工程设计研究院有限公司,安徽合肥,230022
摘    要:文章以绩黄高速公路某大桥为例,分析了几何非线性和材料非线性等因素对大跨度钢管混凝土桁式拱桥结构非线性的影响,结果表明对跨径大于300m、宽跨比接近1/20的钢管混凝土桁式拱桥,几何非线性和材抖非线性的影响均较大,在设计和施工时应注意,供同行参考。

关 键 词:绩黄高速公路  钢管混凝土拱桥  设计与施工

NONLINEAR ANALYSIS OF ARCH BRIDGE STRUCTURE OF THE JI-HUANG EXPRESSWAY
CAO Jian-wei.NONLINEAR ANALYSIS OF ARCH BRIDGE STRUCTURE OF THE JI-HUANG EXPRESSWAY[J].Geology of Anhui,2009,19(4):300-302.
Authors:CAO Jian-wei
Institution:CAO Jian-wei (Anhui Hongtai Communications Engineering Design Institute Ltd,Anhui,Hefei 230022,China)
Abstract:With a bridge from the Ji-Huang expressway as an example, this paper analysed the nonlinear effect of geometric nonlinearity and material nonlinearity on big-span steel-pipe concrete trussed arch bridge structure, indicating that both geometric and material nonlinearity show a bigger effect for a bridge with a span over 300m and width/span ratio up to 1/20, and should be taken into consideration in design and construction.
Keywords:Ji-Huang expressway  steel-pipe concrete arch bridge  design and construction  
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