| 无粘结部分预应力砼受弯构件短期刚度 |
| |
| 引用本文： | 邓志恒.无粘结部分预应力砼受弯构件短期刚度[J].广西大学学报(自然科学版),1992(4). |
| |
| 作者姓名： | 邓志恒 |
| |
| 作者单位： | 广西大学土木系 530004 |
| |
| 摘 要： | 通过20根无粘结部分预应力砼梁(板)的试验,分析了影响无粘结部分预应力砼矩形截面受弯构件短期刚度的主要因素,根据试验结果,采用线性回归方法,得出了实用的短期刚度计算公式,经31根梁(板)59个试验值的验算,符合良好。
|
| 关 键 词： | 无粘结 部分预应力 挠度 配筋率 刚度 |
Short-Time Stiffness for Unbonded Partially Prestressed Concrete Flexural Members |
| |
| Deng Zhiheng.Short-Time Stiffness for Unbonded Partially Prestressed Concrete Flexural Members[J].Journal of Guangxi University(Natural Science Edition),1992(4). |
| |
| Authors: | Deng Zhiheng |
| |
| Institution: | Deng Zhiheng |
| |
| Abstract: | Tests were performed on unbonded partially prestressed beams(slabs).The main factors which effecting short-time stiffncss for unbonded partially prestressed con- crete rectangular section flexural members are analysed in this paper.By the test results,the parctical short-time stiffness formula is proposed by means of linear regression analysis.The calculated results and 59 test results of 31 beams(slabs)comparcd show good agreement. |
| |
| Keywords: | Unboncd partial prestressed concrete deflection sitiffncss steelratio |
| 本文献已被 CNKI 等数据库收录！ |
