Large-span bridge pre-camber setting method
The invention discloses a large-span bridge pre-camber setting method, which comprises the following steps of: constructing a vehicle-rail-bridge coupling dynamic model, then setting a plurality of pre-camber design curves with different amplitudes as input excitation of the model, obtaining and ana...
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Main Authors | , , , , , , , , , |
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Format | Patent |
Language | Chinese English |
Published |
07.07.2023
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Subjects | |
Online Access | Get full text |
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Abstract | The invention discloses a large-span bridge pre-camber setting method, which comprises the following steps of: constructing a vehicle-rail-bridge coupling dynamic model, then setting a plurality of pre-camber design curves with different amplitudes as input excitation of the model, obtaining and analyzing each dynamic index through simulation calculation, and obtaining a first pre-camber curve for offsetting a train dynamic load; establishing a bridge finite element model, obtaining a range of bridge temperature load and joint probability distribution, determining a temperature load combination working condition according to the range of the temperature load, calculating temperature-induced deformation through the combination working condition, and obtaining a second pre-camber curve for counteracting the temperature-induced deformation of the bridge; the bridge shrinkage and creep deformation amplitude within the service life of the bridge is calculated through the bridge finite element model, a third pre-ca |
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AbstractList | The invention discloses a large-span bridge pre-camber setting method, which comprises the following steps of: constructing a vehicle-rail-bridge coupling dynamic model, then setting a plurality of pre-camber design curves with different amplitudes as input excitation of the model, obtaining and analyzing each dynamic index through simulation calculation, and obtaining a first pre-camber curve for offsetting a train dynamic load; establishing a bridge finite element model, obtaining a range of bridge temperature load and joint probability distribution, determining a temperature load combination working condition according to the range of the temperature load, calculating temperature-induced deformation through the combination working condition, and obtaining a second pre-camber curve for counteracting the temperature-induced deformation of the bridge; the bridge shrinkage and creep deformation amplitude within the service life of the bridge is calculated through the bridge finite element model, a third pre-ca |
Author | CAI CHENGBIAO HE QINGLIE ZHAI WANMING ZHU SHENGYANG LI RUOYU ZHU BIN YANG JIANJIN LI QIUYI ZHANG ZHENG YAN JUNFENG |
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DocumentTitleAlternate | 一种大跨度桥梁预拱度设置方法 |
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Snippet | The invention discloses a large-span bridge pre-camber setting method, which comprises the following steps of: constructing a vehicle-rail-bridge coupling... |
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Title | Large-span bridge pre-camber setting method |
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