DocumentCode
3075431
Title
Spatial Analysis on Deviation Block of External Prestressed Bridge with Finite Element Software
Author
Li, Fang-yuan ; Wang, Jun
Author_Institution
Bridge Eng. Dept., Tongji Univ., Shanghai, China
Volume
4
fYear
2010
fDate
4-6 June 2010
Firstpage
261
Lastpage
264
Abstract
The Unity Bridge between Tanzania and Mozambique as the background project, the deviation block of external prestressing are analyzed with ANSYS software. When the deviators holes inner diameter are enlarged 1.5 times from 130 mm because the different deviators are applied, the concrete stresses and cracks state are introduced in detail, some suggestions for construction are presented. The results prove that the deviation blocks´ safeties are enough for the deviators exchange without modification of design, which avoid the construction delay and save the design fee for design modification.
Keywords
bridges (structures); concrete; crack-edge stress field analysis; finite element analysis; structural engineering; ANSYS software; bridge construction; concrete stresses; cracks; design modification; deviation block; external prestressed bridge; finite element software; spatial analysis; Bridges; Concrete; Delay; Finite element methods; Information analysis; Rivers; Safety; Scheduling; Stress; Structural beams; anchorage; deviation block; external prestress; finite element method; spatial stress;
fLanguage
English
Publisher
ieee
Conference_Titel
Information and Computing (ICIC), 2010 Third International Conference on
Conference_Location
Wuxi, Jiang Su
Print_ISBN
978-1-4244-7081-5
Electronic_ISBN
978-1-4244-7082-2
Type
conf
DOI
10.1109/ICIC.2010.337
Filename
5514069
Link To Document