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土-钢共同作用下大跨度波纹钢板管廊结构局部屈曲分析

陈天黎 苏明周 王会萌

陈天黎, 苏明周, 王会萌. 土-钢共同作用下大跨度波纹钢板管廊结构局部屈曲分析[J]. 工程力学, 2019, 36(10): 202-211. doi: 10.6052/j.issn.1000-4750.2018.11.0600
引用本文: 陈天黎, 苏明周, 王会萌. 土-钢共同作用下大跨度波纹钢板管廊结构局部屈曲分析[J]. 工程力学, 2019, 36(10): 202-211. doi: 10.6052/j.issn.1000-4750.2018.11.0600
CHEN Tian-li, SU Ming-zhou, WANG Hui-meng. LOCAL BUCKLING OF CORRUGATED STEEL PLATE IN LONG-SPAN UTILITY TUNNEL WITH THE INTERACTION OF SOIL-STEEL[J]. Engineering Mechanics, 2019, 36(10): 202-211. doi: 10.6052/j.issn.1000-4750.2018.11.0600
Citation: CHEN Tian-li, SU Ming-zhou, WANG Hui-meng. LOCAL BUCKLING OF CORRUGATED STEEL PLATE IN LONG-SPAN UTILITY TUNNEL WITH THE INTERACTION OF SOIL-STEEL[J]. Engineering Mechanics, 2019, 36(10): 202-211. doi: 10.6052/j.issn.1000-4750.2018.11.0600

土-钢共同作用下大跨度波纹钢板管廊结构局部屈曲分析

doi: 10.6052/j.issn.1000-4750.2018.11.0600
基金项目: 国家自然科学基金项目(51978564);陕西省自然科学基础研究计划项目(2018JM5079)
详细信息
    作者简介:

    陈天黎(1995-),女,陕西人,硕士生,主要从事钢结构稳定与抗震研究(E-mail:ctlspring@163.com);王会萌(1990-),男,山东人,博士生,主要从事钢结构稳定与抗震研究(E-mail:wanghuimeng029@163.com).

    通讯作者: 苏明周(1971-),男,河南人,教授,博士,博导,主要从事钢结构稳定与抗震、新型结构体系受力性能和设计理论研究(E-mail:sumingzhou@163.com).
  • 中图分类号: TU391

LOCAL BUCKLING OF CORRUGATED STEEL PLATE IN LONG-SPAN UTILITY TUNNEL WITH THE INTERACTION OF SOIL-STEEL

  • 摘要: 对于采用深波和大波波形的大跨度波纹钢板综合管廊,其截面平直段在结构整体达到极限承载力之前可能发生局部屈曲。采用Rayleigh-Ritz法对大跨度综合管廊结构中波纹钢板平直段的局部屈曲进行分析。将波纹段考虑为平直段的弹性约束,土体作用考虑为只能承受压力的弹性基底,根据环压理论,得到了钢板平直段在环向均布压力作用下屈曲半波数分别为偶数和奇数时的屈曲荷载理论解。讨论了转动弹簧约束系数对临界屈曲系数的影响,得出非加载边波纹段对平直段的约束作用可视为简支或固支的转动约束系数值;得到了土体弹簧刚度与屈曲荷载间呈线性关系;讨论了板件纵横比与临界屈曲系数间的关系,得到了临界屈曲系数趋于定值时相应的板件纵横比,给出了简化公式。通过有限元值、简化公式值与理论值的对比,证实了简化公式的适用性。最后,根据屈服准则和等稳准则,提出相应的防止大跨径波纹钢板局部屈曲的宽厚比限值的计算公式,可为实际工程提供参考。
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  • 收稿日期:  2018-11-07
  • 修回日期:  2019-05-27
  • 刊出日期:  2019-10-25

土-钢共同作用下大跨度波纹钢板管廊结构局部屈曲分析

doi: 10.6052/j.issn.1000-4750.2018.11.0600
    基金项目:  国家自然科学基金项目(51978564);陕西省自然科学基础研究计划项目(2018JM5079)
    作者简介:

    陈天黎(1995-),女,陕西人,硕士生,主要从事钢结构稳定与抗震研究(E-mail:ctlspring@163.com);王会萌(1990-),男,山东人,博士生,主要从事钢结构稳定与抗震研究(E-mail:wanghuimeng029@163.com).

    通讯作者: 苏明周(1971-),男,河南人,教授,博士,博导,主要从事钢结构稳定与抗震、新型结构体系受力性能和设计理论研究(E-mail:sumingzhou@163.com).
  • 中图分类号: TU391

摘要: 对于采用深波和大波波形的大跨度波纹钢板综合管廊,其截面平直段在结构整体达到极限承载力之前可能发生局部屈曲。采用Rayleigh-Ritz法对大跨度综合管廊结构中波纹钢板平直段的局部屈曲进行分析。将波纹段考虑为平直段的弹性约束,土体作用考虑为只能承受压力的弹性基底,根据环压理论,得到了钢板平直段在环向均布压力作用下屈曲半波数分别为偶数和奇数时的屈曲荷载理论解。讨论了转动弹簧约束系数对临界屈曲系数的影响,得出非加载边波纹段对平直段的约束作用可视为简支或固支的转动约束系数值;得到了土体弹簧刚度与屈曲荷载间呈线性关系;讨论了板件纵横比与临界屈曲系数间的关系,得到了临界屈曲系数趋于定值时相应的板件纵横比,给出了简化公式。通过有限元值、简化公式值与理论值的对比,证实了简化公式的适用性。最后,根据屈服准则和等稳准则,提出相应的防止大跨径波纹钢板局部屈曲的宽厚比限值的计算公式,可为实际工程提供参考。

English Abstract

陈天黎, 苏明周, 王会萌. 土-钢共同作用下大跨度波纹钢板管廊结构局部屈曲分析[J]. 工程力学, 2019, 36(10): 202-211. doi: 10.6052/j.issn.1000-4750.2018.11.0600
引用本文: 陈天黎, 苏明周, 王会萌. 土-钢共同作用下大跨度波纹钢板管廊结构局部屈曲分析[J]. 工程力学, 2019, 36(10): 202-211. doi: 10.6052/j.issn.1000-4750.2018.11.0600
CHEN Tian-li, SU Ming-zhou, WANG Hui-meng. LOCAL BUCKLING OF CORRUGATED STEEL PLATE IN LONG-SPAN UTILITY TUNNEL WITH THE INTERACTION OF SOIL-STEEL[J]. Engineering Mechanics, 2019, 36(10): 202-211. doi: 10.6052/j.issn.1000-4750.2018.11.0600
Citation: CHEN Tian-li, SU Ming-zhou, WANG Hui-meng. LOCAL BUCKLING OF CORRUGATED STEEL PLATE IN LONG-SPAN UTILITY TUNNEL WITH THE INTERACTION OF SOIL-STEEL[J]. Engineering Mechanics, 2019, 36(10): 202-211. doi: 10.6052/j.issn.1000-4750.2018.11.0600
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