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IMPACTS OF PRE-STRESS LOSS ON THELONG-TERM DEFLECTION FOR LONG-SPAN PC CONTINUOUS GIRDER BRIDGE |
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| รหัสดีโอไอ | |
| Title | IMPACTS OF PRE-STRESS LOSS ON THELONG-TERM DEFLECTION FOR LONG-SPAN PC CONTINUOUS GIRDER BRIDGE |
| Creator | JIANQING BU and JINCAN CUI |
| Publisher | ISEC Press |
| Publication Year | 2557 |
| Keyword | Finite element model, Box-section girder bridge, Shrinkage, Creep, Deflection development. |
| Abstract | In order to analyze the impacts of pre-stress loss on the long-term deflection for long-span PC continuous girder bridges, this paper presents a numerical analysis using the finite element analysis software MIDAS/Civil based on a long-span PC continuous box-section girder bridge in Shijiazhuang. Once the 3-D finite element model was established, the influences of different pre-stress loss levels and locations were analyzed in a numerical simulation. Pre-stress loss is often the key reason for long-term deflection in long-span PC continuous girder bridges, so we can estimate the development of deflection by considering these factors during the operation. |
| ISBN | 978-0-9960437-0-0 |
