| 16 m先张空心板梁放张过程中的应力测试与分析 |
| Stress Test and Analysis of 16 m Prestressed Hollow Slab Beam During Enlargement Process |
| 投稿时间：2009-12-22 |
| 中文关键词:16 m空心板梁 纵向裂缝 放张过程 应力测试 |
| 英文关键词:16 m prestressed hollow slab Beam longitudinal cracks enlargement process stress test |
| 基金项目: |
|
| 摘要点击次数: 1468 |
| 全文下载次数: 1511 |
| 中文摘要: |
| 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。 |
| 英文摘要: |
| 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. |
| 赵永光.16 m先张空心板梁放张过程中的应力测试与分析[J].石家庄铁道大学学报(自然科学版),2010,(1):78-. |
| 查看全文 下载PDF阅读器 |
|
| 关闭 |