Stress analysis in anchoring area of cable pylon of long span cable-stayed bridge

doi:10.59238/j.pt.2004.05.007

Home > Archive>Volume 8, Issue 05, 2004 >21-27. DOI:10.59238/j.pt.2004.05.007

Stress analysis in anchoring area of cable pylon of long span cable-stayed bridge
DOI:
                        10.59238/j.pt.2004.05.007
                    
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Affiliation:(Highway Planning, Survey and Design Institute of Sichuan Provincial Department of Transportation, Chengdu 610041, China)
Clc Number:TU378.1;U448
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Abstract:

The stress of concrete pylon of long-span cable-stayed bridge is complicated. In this paper, the stress analysis of the anchorage section of the pylon column is carried out by using the space program ANSYS, and several common prestressed arrangement schemes are calculated to find out the most suitable number of beams.

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Lixin He Stress analysis in anchoring area of cable pylon of long span cable-stayed bridge. Prestress Technology 2004,8(05):21-27. 10.59238/j. pt.2004.05.007

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Online: August 09,2023
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