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高铁用HRBF500钢筋混凝土梁疲劳寿命预测分析

王新玲 高会宗 李可

郑州大学学报(工学版)2012,Vol.33Issue(1):1-5,5.
郑州大学学报(工学版)2012,Vol.33Issue(1):1-5,5.DOI:10.3969./j.issn.1671-6833.2012.01.001

高铁用HRBF500钢筋混凝土梁疲劳寿命预测分析

The Fatigue Life Prediction and Analysis of RC Beams with HRBF500 Used in High-speed Rail

王新玲 1高会宗 2李可3

作者信息

  • 1. 郑州大学土木工程学院,河南郑州450001
  • 2. 中广国际建筑设计研究院,北京100045
  • 3. 东南大学土木工程学院,江苏南京210096
  • 折叠

摘要

Abstract

500 MPa level hot rolled steel bar of ultra-fine grains(HRBF500 steel bar)is successfully developed new-type steel of high-speed railways in Chinese metallurgical industry. HRBF500 steel bars will be used in high-speed reinforced, so it will be exposed to repeated loads. In view of that, the fatigue life predictions of RC beams reinforced with HRBF500'S are urgent to be solved. Based on ANSYS software, the fatigus life predictions of rectangular and T-section RC beams reinforced with HRBF500 were studied and compared well with the test results, which indicated that steel ratio, minimum fatigue load and load amplitude were the main factors affecting the fatiue life. In order to promote prediction method for practcal engineering design, the simplified fatigud life formulas were obtained based on comprehensive analysis of finite element calculation results. Those formulas can provide guidance for practical engineering design.

关键词

钢筋混凝土梁/HRBF500钢筋/疲劳寿命/有限元分析

Key words

RC beam/HRBF500 steel/fatigue life/finite element analysis

分类

交通工程

引用本文复制引用

王新玲,高会宗,李可..高铁用HRBF500钢筋混凝土梁疲劳寿命预测分析[J].郑州大学学报(工学版),2012,33(1):1-5,5.

基金项目

国家"863"支撑计划资助项目(2008AA030704) (2008AA030704)

郑州大学学报(工学版)

OA北大核心CSTPCD

1671-6833

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