Full-Scale Model Test for Anchorage Zone of Pylon of Cable-Stayed Bridge
2012 ◽
Vol 238
◽
pp. 728-732
Keyword(s):
In this paper, the construction technology for main pylon of cable-stayed bridge is researched through test of full-scale model of anchorage zone of pylon of Guangzhou Bridge. Stress distribution and deformation condition of model under prestressed tendons and cable force are analyzed. Numerical simulation on this anchorage zone model is carried out. By comparing FEM results to the test results, some important conclusions are drawn out and give some advices to the optimum design of the bridge pylon. Parts of the achievements have been applied to actual bridge work and obtained successful engineering experience.
2021 ◽
Vol 719
(3)
◽
pp. 032088
Keyword(s):
2011 ◽
Vol 243-249
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pp. 1866-1870
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Keyword(s):
1994 ◽
Vol 116
(1)
◽
pp. 75-81
◽
Keyword(s):
2013 ◽
Vol 361-363
◽
pp. 1362-1365
Keyword(s):
Keyword(s):
2011 ◽
Vol 368-373
◽
pp. 771-776
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