预应力混凝土梁桥徐变对施工预拱度影响分析
reep of prestressed Concrete Beam Bridge Camber on the impact of construction
混凝土收缩和徐变是粘弹性材料的一种固有时变特性。混凝土材料的收缩徐变,对大跨径预应力混凝土桥梁施工的线形和应力控制有着很大的影响。本文通过有限元分析软件MYDAS对武荆高速汉北河2#特大桥施工控制模拟计算,了解混凝土收缩徐变的原理和本质。在荷载作用下对收缩徐变的影响等进行了深入的探讨与分析。进一步认识,徐变效应对于桥梁施工预拱度的影响,更好的指导大型箱梁的监测控制。
Shrinkage and creep of concrete is a viscoelastic material characteristics of natural time-varying. Shrinkage and creep of concrete on the large span prestressed concrete bridge construction of the linear and has a great influence on stress control. In this paper, finite element analysis software MYDAS speed of Wu Jing Han 2 # North River Bridge construction control simulation, the understanding of concrete shrinkage and creep of the principles and essence. Under load on the impact of shrinkage and creep conducted in-depth discussion and analysis. Further understanding of bridge construction for the creep effect of camber and better guide the monitoring and control of large box girder.
胡长松、姜增国、韦森
公路运输工程工程基础科学材料科学
施工预拱度徐变效应模拟计算
onstruction camberreep effectSimulation
胡长松,姜增国,韦森.预应力混凝土梁桥徐变对施工预拱度影响分析[EB/OL].(2010-04-15)[2025-08-11].http://www.paper.edu.cn/releasepaper/content/201004-557.点此复制
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