• 主题
高级搜索  >
历史搜索 清空历史
首页> 外文期刊>Computers & Concrete >A computational platform for seismic performance assessment of reinforced concrete bridge piers with unbonded reinforcing or prestressing bars
【24h】

A computational platform for seismic performance assessment of reinforced concrete bridge piers with unbonded reinforcing or prestressing bars

机译：无粘结钢筋或预应力筋的钢筋混凝土桥墩抗震性能评估的计算平台

获取原文
获取原文并翻译 | 示例
           
页面导航
  • 摘要
  • 著录项
  • 相似文献
  • 相关主题

摘要

This paper presents a nonlinear finite element analysis procedure for the seismic performance assessment of reinforced concrete bridge piers with unbonded reinforcing or prestressing bars. A computer program named RCAHEST (Reinforced Concrete Analysis in Higher Evaluation System Technology) is used to analyze reinforced concrete structures; this program was also used in our study. Tensile, compressive and shear models of cracked concrete and models of reinforcing and prestressing steel were used account for material nonlinearity of reinforced concrete. The smeared crack approach was incorporated. To represent the interaction between unbonded reinforcing or prestressing bar and concrete, an unbonded reinforcing or prestressing bar element based on the finite element method was developed in this study. The proposed numerical method for the seismic performance assessment of reinforced concrete bridge piers with unbonded reinforcing or prestressing bars is verified by comparison of its results with reliable experimental results.
机译：本文提出了一种非线性有限元分析程序，用于评估无粘结钢筋或预应力筋的钢筋混凝土桥墩的抗震性能。使用名为RCAHEST（高级评估系统技术中的钢筋混凝土分析）的计算机程序来分析钢筋混凝土结构。我们的研究中也使用了该程序。裂纹混凝土的拉伸，压缩和剪切模型以及钢筋和预应力钢模型被用于解决钢筋混凝土的材料非线性问题。合并了涂污裂纹方法。为了表示无粘结钢筋或预应力钢筋与混凝土之间的相互作用，本研究基于有限元方法开发了无粘结钢筋或预应力钢筋。通过将其结果与可靠的实验结果进行比较，验证了所提出的用于无粘结钢筋或预应力筋的钢筋混凝土桥墩抗震性能评估的数值方法。

著录项

  • 来源
    《Computers & Concrete》 |2008年第2期|135-154|共20页
  • 作者

    T.-H. Kim; J.-G. Park; Y.-J. Kim; H. M. Shin;

  • 作者单位

    Civil Engineering Research Team, Daewoo Institute of Construction Technology,rn60 Songjuk-dong, Jangan-gu, Suwon, Kyonggi-do, 440-210, Korea;

    Department of Civil and Environmental Engineering, Sungkyunkwan University,rn300 Chunchun-dong, Jangan-gu, Suwon, Kyonggi-do, 440-746, Korea;

    Civil Engineering Research Team, Daewoo Institute of Construction Technology,rn60 Songjuk-dong, Jangan-gu, Suwon, Kyonggi-do, 440-210, Korea;

    Department of Civil and Environmental Engineering, Sungkyunkwan University,rn300 Chunchun-dong, Jangan-gu, Suwon, Kyonggi-do, 440-746, Korea;

  • 收录信息
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    seismic performance; reinforced concrete bridge piers; unbonded reinforcing or prestressing bars; material nonlinearity; finite element method;

    机译：抗震性能;钢筋混凝土桥墩;无粘结的钢筋或预应力筋;材料非线性有限元法;

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱：kefu@zhangqiaokeyan.com

京公网安备：11010802029741号 ICP备案号：京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有

  • 客服微信

  • 服务号