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基于中长期环境温度变形效应的半整体桥台-土相互作用试验

黄福云 刘征峰 宋大好 林志平 陈宝春

黄福云, 刘征峰, 宋大好, 林志平, 陈宝春. 基于中长期环境温度变形效应的半整体桥台-土相互作用试验[J]. 交通运输工程学报, 2022, 22(5): 131-144. doi: 10.19818/j.cnki.1671-1637.2022.05.007
引用本文: 黄福云, 刘征峰, 宋大好, 林志平, 陈宝春. 基于中长期环境温度变形效应的半整体桥台-土相互作用试验[J]. 交通运输工程学报, 2022, 22(5): 131-144. doi: 10.19818/j.cnki.1671-1637.2022.05.007
HUANG Fu-yun, LIU Zheng-feng, SONG Da-hao, LIN Zhi-ping, CHEN Bao-chun. Test on interaction of semi-integral abutment and soil based on displacement effect of medium-long-term ambient temperature[J]. Journal of Traffic and Transportation Engineering, 2022, 22(5): 131-144. doi: 10.19818/j.cnki.1671-1637.2022.05.007
Citation: HUANG Fu-yun, LIU Zheng-feng, SONG Da-hao, LIN Zhi-ping, CHEN Bao-chun. Test on interaction of semi-integral abutment and soil based on displacement effect of medium-long-term ambient temperature[J]. Journal of Traffic and Transportation Engineering, 2022, 22(5): 131-144. doi: 10.19818/j.cnki.1671-1637.2022.05.007

基于中长期环境温度变形效应的半整体桥台-土相互作用试验

doi: 10.19818/j.cnki.1671-1637.2022.05.007
基金项目: 

国家自然科学基金项目 51578161

国家自然科学基金项目 51778148

中国博士后科学基金项目 2020M682074

四川省交通科技项目 2020-A-05

详细信息
    作者简介:

    黄福云(1979-),男,江西丰城人,福州大学研究员,工学博士,从事无伸缩缝桥梁结构-土相互作用研究

  • 中图分类号: U443.2

Test on interaction of semi-integral abutment and soil based on displacement effect of medium-long-term ambient temperature

Funds: 

National Natural Science Foundation of China 51578161

National Natural Science Foundation of China 51778148

China Postdoctoral Science Foundation 2020M682074

Transportation Science and Technology Project of Sichuan Province 2020-A-05

More Information
    Author Bio:

    HUANG Fu-yun (1979–), male, born in Fengcheng, Jiangxi Province, research fellow at Fuzhou University, doctor of engineering. Research interests: interaction of jointless bridge structures and soil. E-mail: Huangfuyun@fzu.edu.cn

Article Text (Baidu Translation)
  • 摘要: 为研究环境温度作用对半整体桥台与台后土之间相互作用机理的影响,以简化半整体桥台-土结构模型为研究对象,进行了基于位移的环境温度作用下半整体桥台-土相互作用拟静力试验。研究结果表明:半整体桥台的滞回曲线随季节性温度变化而变化,季节性升温和降温转化段对桥台-土相互作用的影响非常显著,而持续增加或减小段对其影响较小;一年中的第1个升温段对桥台-土相互作用影响更大,随着几个季度的温度加载,台后土逐渐被压实,土压力变化趋于稳定,增加趋势减缓;不同季节昼夜温度变化对桥台-土相互作用的影响不同,夏季白天升温对桥台-土相互作用的影响小,而夜晚降温的影响大,冬季则反之;随着季节性温度的逐渐升高,桥台-土相互作用滞回曲线由凹形向凸形发展,呈现出更加饱满的梭形;中长期环境温度对台-土相互作用影响较大,经过一整年的温度作用后,台后土压力显著增大,产生棘轮效应;桥台转角与加载位移存在较大相关性,随着循环次序的增加,桥台转角先逐渐增大后趋于稳定;在中长期环境温度作用下,半整体桥台逐渐表现出往台后方向偏转的趋势;昼夜温度变化对桥台转角的影响不可忽视,在相同加载位移下,考虑季节性温度和昼夜温度叠加作用情况的桥台转角试验结果比仅考虑季节性温度作用时增大了94%。

     

  • 图  1  福建某半整体桥

    Figure  1.  A semi-integral bridge in Fujian

    图  2  桥台上半部分

    Figure  2.  Upper half of abutment

    图  3  桥台配筋(单位:mm)

    Figure  3.  Reinforcement of abutment (unit: mm)

    图  4  位移计与倾角仪布置(单位:mm)

    Figure  4.  Arrangements of displacement meters and inclinometers (unit: mm)

    图  5  OW桥位移变化

    Figure  5.  Displacement change of OW Bridge

    图  6  试验加载全历程

    Figure  6.  Whole test loading process

    图  7  各季节第1中周期加载历程

    Figure  7.  First mid-cycle loading process of each season

    图  8  试验加载照片

    Figure  8.  Photo of test loadings

    图  9  季节性温度作用下荷载-位移关系曲线

    Figure  9.  Relationship curves of load-displacement under effect of seasonal temperature

    图  10  各季度第1中周期昼夜温度作用下试件荷载-位移滞回曲线

    Figure  10.  Hysteresis curves of load-displacement of specimen under effect of day-nitht temperature in first mid-cycle of each quarter

    图  11  各季度第1中周期季节与昼夜温度作用下试件的滞回曲线

    Figure  11.  Hysteresis curves of specimen under effects of seasonal and day-night temperature in first mid-cycle of each quarter

    图  12  各季度滞回曲线与骨架曲线

    Figure  12.  Hysteresis curves and skeleton curves of different quarters

    图  13  全年滞回曲线与骨架曲线

    Figure  13.  Annual hysteresis curves and skeleton curves

    图  14  相邻2年滞回曲线

    Figure  14.  Hysteretic curves of two consecutive years

    图  15  全年转角变化

    Figure  15.  Annual changes of rotation angle

    图  16  位移-转角曲线

    Figure  16.  Displacement-rotation angle curves

    图  17  不同温度变化时桥台转角对比

    Figure  17.  Comparison of abutment rotation angles under different temperature changes

    1.  A semi-integral bridge in Fujian

    2.  Upper half part of the abutment

    3.  Reinforcements of the abutment (unit: mm)

    4.  Arrangements of displacement meters and inclinometers (unit: mm)

    5.  Displacement change of OW Bridge

    6.  Whole test loading process

    7.  The first mid-cycle loading process of each season

    8.  Photo of test loading

    9.  Relationship curves of load-displacement under the effect of seasonal temperature

    10.  Hysteretic curves of load-displacement of the specimen under the effect of day-night temperature in the first mid-cycle of each quarter

    11.  Hysteretic curves of the specimen under the effect of seasonal and day-night temperatures in the first mid-cycle of each quarter

    12.  Hysteretic curves and skeleton curves of different quarters

    13.  Annual hysteretic curves and skeleton curves

    14.  Hysteretic curves in two consecutive years

    15.  Annual changes in rotation angle

    16.  Displacement-rotation angle curves

    17.  Comparison of abutment rotation angles under different temperature changes

    表  1  砂土的物理力学参数

    Table  1.   Physical and mechanical parameters of sand

    参数名称 含水率/% 密度/(g·cm3) 孔隙比 黏聚力/kPa 内摩擦角/(°)
    参数值 1.3 1.52 0.80 0 35
    下载: 导出CSV

    1.   Physical and mechanical parameters of sand

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  • 收稿日期:  2022-04-20
  • 刊出日期:  2022-10-25

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