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南昌大桥桥墩抗浮运管段撞击能力评估及复合材料防撞设计

邓国良 邓建新 黄家成 李成林 方海 祝露

南京工业大学学报(自然科学版)2017,Vol.39Issue(5):115-119,5.
南京工业大学学报(自然科学版)2017,Vol.39Issue(5):115-119,5.DOI:10.3969/j.issn.1671-7627.2017.05.018

南昌大桥桥墩抗浮运管段撞击能力评估及复合材料防撞设计

Assessment of resistance to floating pipe impact capability and protection method of Nanchang Bridge piers

邓国良 1邓建新 1黄家成 2李成林 3方海 3祝露3

作者信息

  • 1. 南昌市政公用投资控股有限责任公司,江西 南昌 330077
  • 2. 中铁隧道勘测设计院有限公司,天津 300133
  • 3. 南京工业大学 土木工程学院,江苏 南京 211800
  • 折叠

摘要

Abstract

The internal forces of the most dangerous section of Nanchang Bridge pier under the horizontal impact force were calculated.According to the relevant design code,the ultimate lateral bearing capacity of the bridge pier was calculated.Considering the effects of impact angle and the fortified water level,finite element software ANSYS/LS-DYNA modeling was used to analyze the impact force of piers impacted by floating pipes.The calculation results indicate that the ship impact forces of the piers are obviously more than the resistance forces,whatever the piers were crashed by transverse or along to the bridge.According to the characteristic of the water where the bridge located and the ability of the resistance to ship impact of the piers,a soft composite anti-collision facility was designed to satisfy the fortification requirements of the main piers.

关键词

桥墩抗力/管段撞击力/复合材料/防撞系统

Key words

bridge piers resistance/impact force of pipe/composites/anti-collision facilities

分类

交通工程

引用本文复制引用

邓国良,邓建新,黄家成,李成林,方海,祝露..南昌大桥桥墩抗浮运管段撞击能力评估及复合材料防撞设计[J].南京工业大学学报(自然科学版),2017,39(5):115-119,5.

基金项目

国家自然科学基金(51578285) (51578285)

江苏省自然科学基金(BK20161545) (BK20161545)

江苏省六大人才高峰项目(2003JZ-006) (2003JZ-006)

南京工业大学学报(自然科学版)

OA北大核心CHSSCDCSTPCD

1671-7627

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