摘要
金婺斜拉桥拉索设计拉力高达１０７００ｋＮ，为国内罕见。运用有限元理论和ＳＡＰ９１、ＡＤＮＩＡ电算程序分析了该桥索梁锚固处的应力以及索力对主梁梁段内力的影响。根据应力分析结果，确定了构造及预应力筋设计，并进行了现场应力测试。实践表明，该桥索梁锚固分析方法是可行的，索梁结构方式是安全的。
The cable tension force of the Jinwu Cablestayed Bridge as high as 10 700 kN is rarely seen in our country.In this paper,the finite element method and both SAP91 and ADINA programs are used to analyse the stress conditions of joints connecting cable and the girder.According to the stress conditions,some design measures are also demonstrated.
出处
《桥梁建设》
EI
CSCD
北大核心
1998年第2期56-59,70,共5页
Bridge Construction
关键词
预应力混凝土梁
斜拉桥
横梁
应力分析
Prestressed concrete girder,cablestayed bridge,cross beam,anchorage ,finite element method,structure analysis,structure design
