| 预应力混凝土连续箱梁桥混凝土疲劳应力限值研究 |
| |
| 引用本文： | 袁明,刘亚君,颜东煌.预应力混凝土连续箱梁桥混凝土疲劳应力限值研究[J].长沙交通学院学报,2011,27(2):34-38. |
| |
| 作者姓名： | 袁明 刘亚君 颜东煌 |
| |
| 作者单位： | 长沙理工大学土木与建筑学院,湖南长沙,410004 |
| |
| 基金项目： | 西部交通建设科技项目(200631822327) |
| |
| 摘 要： | 大量预应力混凝土连续箱梁桥在服役期内发生腹板斜裂缝病害，引发了研究人员对于混凝土疲劳应力问题的探讨．结合中国的预应力混凝土桥涵设计规范与混凝土结构设计规范（GB50010—2002）、英国BSEN1992—1—1混凝土设计细则、欧洲CEB—FIPMC1990规范和美国AASHTO2004规范关于混凝土疲劳应力验算的规定，对混凝土疲劳应力验算方法进行了比较．并以某预应力混凝土连续箱梁桥为例，对各规范中混凝土疲劳验算的具体过程进行了计算与分析，验证了规范的合理性以及适用性．分析结果表明，中国规范的疲劳应力限值较国外规范偏高．在对构件进行疲劳设计时，推荐采用CEB—FIP规范提供的验算方法．
|
| 关 键 词： | 预应力混凝土连续箱梁桥 疲劳 应力限值 斜截面 主拉应力 |
The stress limit value for fatigue of concrete in prestressed concrete continuous box-grider bridge |
| |
| YUAN Ming,LIU Ya-jun,YAN Dong-huang.The stress limit value for fatigue of concrete in prestressed concrete continuous box-grider bridge[J].Journal of Changsha Communications University,2011,27(2):34-38. |
| |
| Authors: | YUAN Ming LIU Ya-jun YAN Dong-huang |
| |
| Institution: | YUAN Ming,LIU Ya-jun,YAN Dong-huang(School of Civil and Construction,Changsha University ofScience & Technology,Changsha 410004,China) |
| |
| Abstract: | What the incline cracks had been found on many prestressed concrete continuous box girder bridges in service period has made researcher to considering fatigue assessment of prestressed concrete component.Chinese concrete structure design code(GB50010-2002),British Standard's design of concrete structures(BS EN 1992-1-1),CEB-FIP Model Code of Europe and AASHTO LRFD Bridge Design Specifications(Third Edition) have been checked and the thoughts of the fatigue assessment of concrete have been compared in all co... |
| |
| Keywords: | prestressed concrete bridge fatigue stress limit value inclined section principle-tensile stres |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
