DocumentCode
3261510
Title
Research on high-speed railway PC continuous girder bridge creep and shrinkage
Author
A-lan, Jiang ; Chang-jian, Yao
Author_Institution
Sch. of Civil & Safety Eng., Dalian Jiaotong Univ., Dalian, China
fYear
2011
fDate
22-24 April 2011
Firstpage
6791
Lastpage
6794
Abstract
To ensure passenger comfort and safety of train operation, high-speed rail on track for Comfort demanding, and concrete shrinkage and creep is the impact on passenger line prestressed concrete continuous bridge of track an important factor, so construction control post creep of concrete proposals to decrease the method is very necessary. The article taking the high-speed railway for engineering background, the finite element model of the bridge, analysis and without considering the effects of shrinkage and creep deflection of the bridge.In the construction process and construction process and puts forward some solutions design aspects of creep deformation. For the future of the railway bridge creep deflection control provides some technical method.
Keywords
beams (structures); bridges (structures); concrete; creep; finite element analysis; railways; shrinkage; structural engineering; concrete shrinkage; construction process; continuous girder bridges; creep deflection; creep deformation; finite element model; highspeed railway; passenger comfort; prestressed concrete; rail tracks; shrinkage; train operation safety; Bridges; Concrete; Creep; Process control; Rail transportation; Safety; Structural beams; continuous beam; creep and shrinkage; deflection; high-speed railway;
fLanguage
English
Publisher
ieee
Conference_Titel
Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on
Conference_Location
Lushan
Print_ISBN
978-1-4577-0289-1
Type
conf
DOI
10.1109/ICETCE.2011.5776457
Filename
5776457
Link To Document