文章摘要
韩树亮,汪莲.预应力连续箱梁桥混凝土收缩徐变效应[J].安徽建筑大学学报,2016,24(3):32-35
预应力连续箱梁桥混凝土收缩徐变效应
The Effect of Concrete Shrinkage and Creep on Prestressed Continuous Box Girder Bridge
  
DOI:10.11921/j.issn.2095-8382.20160307
中文关键词: 混凝土收缩徐变  连续箱梁桥  有限元分析
英文关键词: Concrete shrinkage and creep  continuous girder bridge  finite element analysis.
基金项目:
作者单位
韩树亮 合肥工业大学 土木与水利工程学院 合肥 230009 
汪莲 合肥工业大学 土木与水利工程学院 合肥 230009 
摘要点击次数: 6038
全文下载次数: 0
中文摘要:
      混凝土收缩徐变效应对桥梁结构内力以及线形产生不可忽视的影响。混凝土收缩徐变机理复杂,影响因素多,随机变化量大,它对结构性能的影响至今难以得到精确的解答。文章以某改建连续箱梁桥为工程背景,通过建立有限元模型,模拟分析了预应力混凝土连续箱梁桥在成桥阶段和若干年后的收缩徐变效应,经过理论计算,得出混凝土收缩徐变对结构内力、线形的影响规律,期望能为同类桥梁的设计和施工提供参考。
英文摘要:
      The effect that the concrete shrinkage and creep has n the internal forces and lineshape of the bridge structure can never be ignored o. The mechanism is very complicated, and there are many factors with random variation, therefore, so far it is difficult to determine the accurate impactt that the concrete shrinkage and creep may have on structural performance. Based on an rebuilt continuous girder bridge, this paper aims at a simulation analysis the concrete shrinkage and creep effects of pretested concrete continuous box girder bridges at completion stage and some years later by building the finite element model. The influence of concrete shrinkage and creep on internal force and lineshape is obtained after theoretical calculation, and it is hoped to provide a reference for the design and construction of similar bridges.
查看全文   查看/发表评论  下载PDF阅读器
关闭

分享按钮