| 宽底板预应力混凝土桥梁横向应力分析 |
| |
| 引用本文： | 吴迅,李君凤.宽底板预应力混凝土桥梁横向应力分析[J].同济大学学报(自然科学版),2010,38(4):481-485. |
| |
| 作者姓名： | 吴迅 李君凤 |
| |
| 作者单位： | 同济大学,桥梁工程系,上海,200092 |
| |
| 摘 要： | 通过对预应力混凝土桥梁横向应力分析,发现对底板比较宽的箱形和槽形截面的预应力混凝土梁,其底板不但受到预应力作用,还要承受一定的横向弯矩,在横向没有预应力的情况下容易出现危害较大的纵向裂缝.但我国规范JTGD62—2004以及TB10002.3—2005对混凝土构件的横向应力并没有明确的规定,国外规范对此考虑的也不完全,但有借鉴之处.最后建议国内外规范对预应力混凝土构件的横向应力作出明确规定,保证桥梁的正常使用.
|
| 关 键 词： | 预应力混凝土 横向预应力 纵向裂缝 规范 |
| 收稿时间： | 3/8/2009 12:00:00 AM |
| 修稿时间： | 1/22/2010 2:56:24 PM |
The Transverse Stress Analysis of Prestressed Concrete Bridge |
| |
| wuxun and lijunfeng.The Transverse Stress Analysis of Prestressed Concrete Bridge[J].Journal of Tongji University(Natural Science),2010,38(4):481-485. |
| |
| Authors: | wuxun and lijunfeng |
| |
| Institution: | WU Xun,LI Junfeng,WANG Yiqiao(Department of Bridge Engineering,Tongji University,Shanghai 200092,China) |
| |
| Abstract: | For the prestressed concrete girder with broad bottom slab such as box girder or trough girder,if there is no transverse prestressing,harmful longitudinal cracks may appear because the concrete of bottom slab is subjected to longitudinal prestressing and transverse bending in the biaxial stress condition of tension and compression.No regulation about the transverse prestressing is specified in the Professional Standard of the People's Republic of China JTG D62-2004 and TB10002.3-2005,and also the correspond... |
| |
| Keywords: | prestressed concrete transverse prestressing longitudinal crack code |
| 本文献已被 CNKI 万方数据 等数据库收录！ |
| 点击此处可从《同济大学学报(自然科学版)》浏览原始摘要信息 |
| 点击此处可从《同济大学学报(自然科学版)》下载免费的PDF全文 |
|
