基于ABAQUS的板桩码头地震动力响应研究
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摘要
基于ABAQUS软件的隐式模块和有限元-无限元方法对单锚板桩码头进行了地震动响应研究。研究发现,在相同地震波不同加速度峰值情况下,峰值加速度对板桩码头的板桩弯矩、剪力和拉杆拉力有重要影响,与静力分析时的情况相比较,地震加速度峰值每增大0.1g,板桩最大弯矩相应增大约40%,拉杆拉力增大约10%~50%,但拉杆拉力增幅在后期逐渐趋于稳定;地震作用下,拉杆最大拉力与板桩墙最大剪力(单宽)基本相等;地震加速度峰值对板桩墙底与锚碇之间塑性区开展范围也有一定的影响。结果表明,与静载相比,地震对板桩码头的影响不容忽视。研究结果可为板桩码头考虑地震影响的设计提供参考。
Based on the implicit module and the FEM-IEM coupling model of ABAQUS,we study the dynamic response of the single anchor sheet pile wharf under the seismic load.It is found that the peak acceleration has a great effect upon the sheet pile bending moment,shear force and tension force of tension bar with the same seismic wave in different peak accelerations.Comparing with the data of static analysis,the sheet pile’s maximum bending moment grows by 40% and the tension force of tension bar by 10% to 50% as the seismic peak acceleration increases by 0.1g,but the growing rate of tension force of tension bar tends to be stable at the end.Under the seismic load,the maximum tension force of tension bar closes to the maximum shear force per unit width on the sheet pile.This paper makes a study on the impact of seismic peak acceleration upon the range of plastic zone between sheet pile bottom and anchorage wall.The results show that seismic ground motion imposes an important effect on the sheet pile wharf in comparison with static load,thus it provides references for design of the sheet pile wharf under the influence of earthquake.
Based on the implicit module and the FEM-IEM coupling model of ABAQUS,we study the dynamic response of the single anchor sheet pile wharf under the seismic load.It is found that the peak acceleration has a great effect upon the sheet pile bending moment,shear force and tension force of tension bar with the same seismic wave in different peak accelerations.Comparing with the data of static analysis,the sheet pile’s maximum bending moment grows by 40% and the tension force of tension bar by 10% to 50% as the seismic peak acceleration increases by 0.1g,but the growing rate of tension force of tension bar tends to be stable at the end.Under the seismic load,the maximum tension force of tension bar closes to the maximum shear force per unit width on the sheet pile.This paper makes a study on the impact of seismic peak acceleration upon the range of plastic zone between sheet pile bottom and anchorage wall.The results show that seismic ground motion imposes an important effect on the sheet pile wharf in comparison with static load,thus it provides references for design of the sheet pile wharf under the influence of earthquake.
引文
[1]韩理安,席与耀.港口水工建筑物[M].北京:人民交通出版社,2008.
[2]Omer Bilgin.Numerical studies of anchored sheet pilewall behavior constructed in cut and fill conditions[J].Computers and Geotechnics,2010,37:399-407.
[3]Kristian Krabbenhoft,Lars Damkilde,Sven Krabbenhoft.Ultimate limit state design of sheet pile walls by finiteelements and nonlinear programming[J].Computers andGeotechnics,2005,83:383-393.
[4]Samuel R Christie.Seismic design methods for anchoredsheet pile bulkheads[C].Ports 2010:Building on the Past,Respecting the Future.Jacksonville,Florida:AmericanSociety of Civil Engineers,2010.
[5]交通部第一航务工程勘察设计院.港口工程结构设计算例[M].北京:人民交通出版社,1998.
[6]陈国兴.岩土地震工程学[M].北京:科学出版社,2007.
[7]费康,张建玮.ABAQUS在岩土工程中的应用[M].北京:中国水利水电出版社,2010.
[8]张文元,费红姿,连尉安,等.ABAQUS动力学有限元分析指南[M].香港:中国图书出版社,2005.
[9]顾淦臣,沈长松,岑威钧.土石坝地震工程学[M].北京:中国水利水电出版社,2009.
[10]陈国兴,王志华,左熹,等.振动台试验叠层剪切型土箱的研制[J].岩土工程学报,2010,32(1):89-97.
[11]郭立伟,刘晓宇,李世海.波动数值模拟中的吸收边界条件[J].工程力学,2011,28(9):17-29.
[12]李丽.基于ABAQUS的高速公路隧道地震动力响应研究[D].成都:西南交通大学,2009.
[13]JTJ225—1998水运工程抗震设计规范[S].
[14]张存宽.板桩码头震损情况及分析[J].港口工程,1988(6):38-46.
[15]郑颖人,赵尚毅,李安洪,等.有限元极限分析法及其在边坡中的应用[M].北京:人民交通出版社,2011.
[16]李荣庆,贡金鑫,杨国平.板桩结构非线性有限元分析[J].水运工程,2010(2):110-115.
[2]Omer Bilgin.Numerical studies of anchored sheet pilewall behavior constructed in cut and fill conditions[J].Computers and Geotechnics,2010,37:399-407.
[3]Kristian Krabbenhoft,Lars Damkilde,Sven Krabbenhoft.Ultimate limit state design of sheet pile walls by finiteelements and nonlinear programming[J].Computers andGeotechnics,2005,83:383-393.
[4]Samuel R Christie.Seismic design methods for anchoredsheet pile bulkheads[C].Ports 2010:Building on the Past,Respecting the Future.Jacksonville,Florida:AmericanSociety of Civil Engineers,2010.
[5]交通部第一航务工程勘察设计院.港口工程结构设计算例[M].北京:人民交通出版社,1998.
[6]陈国兴.岩土地震工程学[M].北京:科学出版社,2007.
[7]费康,张建玮.ABAQUS在岩土工程中的应用[M].北京:中国水利水电出版社,2010.
[8]张文元,费红姿,连尉安,等.ABAQUS动力学有限元分析指南[M].香港:中国图书出版社,2005.
[9]顾淦臣,沈长松,岑威钧.土石坝地震工程学[M].北京:中国水利水电出版社,2009.
[10]陈国兴,王志华,左熹,等.振动台试验叠层剪切型土箱的研制[J].岩土工程学报,2010,32(1):89-97.
[11]郭立伟,刘晓宇,李世海.波动数值模拟中的吸收边界条件[J].工程力学,2011,28(9):17-29.
[12]李丽.基于ABAQUS的高速公路隧道地震动力响应研究[D].成都:西南交通大学,2009.
[13]JTJ225—1998水运工程抗震设计规范[S].
[14]张存宽.板桩码头震损情况及分析[J].港口工程,1988(6):38-46.
[15]郑颖人,赵尚毅,李安洪,等.有限元极限分析法及其在边坡中的应用[M].北京:人民交通出版社,2011.
[16]李荣庆,贡金鑫,杨国平.板桩结构非线性有限元分析[J].水运工程,2010(2):110-115.
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