| 无粘结部分预应力混凝土梁抗剪强度的试验研究 |
| |
| 引用本文： | 陈晓宝,赵国藩,文明秀. 无粘结部分预应力混凝土梁抗剪强度的试验研究[J]. 合肥工业大学学报(自然科学版), 1992, 0(Z1) |
| |
| 作者姓名： | 陈晓宝 赵国藩 文明秀 |
| |
| 作者单位： | 合肥工业大学建工系(陈晓宝)，大连理工大学土木系(赵国藩)，大连理工大学土木系(文明秀) |
| |
| 摘 要： | 首先对12根具有不同剪跨比、预应力度和箍筋及纵钢筋含量的无粘结部分预应力砼梁抗剪强度性能进行了试验研究。通过对影响梁抗剪强度的因素及斜截面破环形式的分析,提出计算抗剪强度的经验公式。
|
| 关 键 词： | 无粘结梁 部分预应力砼 抗剪强度 试验 |
Experimental Study on Shear Strength of Unbonded Partially Prestressed Concrete Beams |
| |
| Chen Xiaobao Zhao Guofan Wen Mingxiu. Experimental Study on Shear Strength of Unbonded Partially Prestressed Concrete Beams[J]. Journal of Hefei University of Technology(Natural Science), 1992, 0(Z1) |
| |
| Authors: | Chen Xiaobao Zhao Guofan Wen Mingxiu |
| |
| Affiliation: | Chen Xiaobao Zhao Guofan Wen Mingxiu(Hefei University of Technology) (.Dalian University of Technology) |
| |
| Abstract: | First, 12 unbonded PPC beams with various shear -span ratios,various prestressing degree and different reinforcement amounts of stirrup and longtitute steel bar have been tested to study the shear strength. By discussing the factors affecting the shear strength of unbonded PPC beams and the failure mode of inclinded section of the beams,an empiric formula for calculating the shear strength has been presented. |
| |
| Keywords: | unbonded beams partially prestressed concrete shear strength. test |
| 本文献已被 CNKI 等数据库收录！ |
