| 16m先张空心板梁放张过程中的应力测试与分析 |
| |
| 引用本文： | 赵永光.16m先张空心板梁放张过程中的应力测试与分析[J].石家庄铁道学院学报,2010,23(1):78-81,110. |
| |
| 作者姓名： | 赵永光 |
| |
| 作者单位： | 唐山远大实业集团有限公司,河北,唐山,063600 |
| |
| 摘 要： | 通过对某高速公路一16 m空心板梁放张过程中关键截面进行理论分析与应力测试,找出了该类型空心板梁放张过程中关键受力截面的应力变化规律以及空心板底板容易出现纵向裂缝的原因,得出了一部分有益的结论,可以为该类型梁体的施工与设计提供参考。
|
| 关 键 词： | 16m空心板梁 纵向裂缝 放张过程 应力测试 |
Stress Test and Analysis of 16 m Prestressed Hollow Slab Beam During Enlargement Process |
| |
| Zhao Yongguang.Stress Test and Analysis of 16 m Prestressed Hollow Slab Beam During Enlargement Process[J].Journal of Shijiazhuang Railway Institute,2010,23(1):78-81,110. |
| |
| Authors: | Zhao Yongguang |
| |
| Institution: | Zhao Yongguang (Tangshan Yu,a Industry Group Co.Ltd.Tangshan 063600,China) |
| |
| Abstract: | The work of stress test and theoretical analysis of a 16 m prestressed hollow slab beam during the enlargement process is presented in this paper.Some rules of stress change in critical sections and the reasons of longitudinal cracks are found out from the obtained results and some useful conclusions are given,which provide reference for construction and design of similar type of bridges. |
| |
| Keywords: | 16 m prestressed hollow slab Beam longitudinal cracks enlargement process stress test |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
