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动力作用下加筋土挡墙的数值模拟
引用本文:蒋建清,邹银生.动力作用下加筋土挡墙的数值模拟[J].湖南城市学院学报(自然科学版),2006,15(4):12-14,35.
作者姓名:蒋建清  邹银生
作者单位:1. 湖南城市学院,土木工程学院,湖南,益阳,413000
2. 湖南大学,结构工程研究所,长沙,410082
摘    要:通过引入筋—土、面板—土、面板—面板接触单元,建立由土体单元、接触单元、面板单元和加筋材单元组合的加筋土挡墙有限元模型,用ANSYS对一足尺加筋土挡墙进行了有限元数值模拟.主要研究了地震荷载的频率成分和最大水平加速度对加筋土挡墙地震下性能的影响,得出了一些关于加筋土挡墙动力响应的定性结论.

关 键 词:接触单元  动力荷载  加筋土挡墙  数值模拟
文章编号:1672-7304(2006)04-0012-03
收稿时间:2006-09-10
修稿时间:2006-09-10

Numerical Simulation of Reinforced Retaining Walls under Dynamic Loads
JIANG Jian-qing,ZOU Yin-sheng.Numerical Simulation of Reinforced Retaining Walls under Dynamic Loads[J].Journal of Hunan City University:Natural Science,2006,15(4):12-14,35.
Authors:JIANG Jian-qing  ZOU Yin-sheng
Institution:1 .School of Civil Engineering, Hunan City University, Yiyang, Hunan 413000, China ; 2. Institute of Structural Engineering, Hunan University, Changsha 410082, China
Abstract:Through considering reinforcement-soil and faceplate-soil and faceplate-faceplate contact elements, the finite element model of reinforced retaining walls including soil elements, contact elements, faceplate elements and reinforcement elements was established. The numerical simulation study of reinforced retaining wall by ANSYS was conducted to investigate the influence of frequency content and the peak amplitude of the seismic load to the behavior of these structures under seismic load conditions, and some qualitative conclusions about their dynamic behavior were gained.
Keywords:Contact element  dynamic load  reinforced retaining wall  numerical simulation
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