Anti-Slip Test of Main Cable Against Saddle of Three Pylon Suspension Bridge
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Bibliographic Details
| Author(s): |
Lin Ji
Ce Chen Zhaoxiang Feng |
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| Medium: | conference paper | ||||
| Language(s): | English | ||||
| Conference: | 17th IABSE Congress: Creating and Renewing Urban Structures – Tall Buildings, Bridges and Infrastructure, Chicago, USA, 17-19 September 2008 | ||||
| Published in: | IABSE Congress Chicago 2008 | ||||
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| Page(s): | 486-487 | ||||
| Total no. of pages: | 6 | ||||
| Year: | 2008 | ||||
| DOI: | 10.2749/222137908796293631 | ||||
| Abstract: |
Taizhou Yangtze River Highway Bridge is proposed to adopt three pylon suspension bridge designs. To figure out slip behavior of main cable against saddle for middle pylon under given circumstance, Jiangsu Provincial Yangtze River Highway Bridge Construction Commanding Department(J.P.C.D.) takes initiative to carry out study on slip resistance of main cable against saddle. This test simulate true contact between strands, wires as well as strand and saddle groove. Moreover, this test uses contact compression stress identical to the actual bridge to truly reflect slip behavior of main cable against saddle for middle pylon in three pylon suspension bridges. |
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| Keywords: |
main cable three-pylon suspension bridge middle pylon saddle slip resistance test frictional coefficient
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