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| 混凝土结构用纤维增强塑料筋的力学性能:Ⅱ理论分析 | |
| 引用本文： | 李文晓,戴瑛,贺鹏飞,薛元德. 混凝土结构用纤维增强塑料筋的力学性能:Ⅱ理论分析[J]. 玻璃钢/复合材料, 2003, 0(3): 14-16 |
| 作者姓名： | 李文晓 戴瑛 贺鹏飞 薛元德 |
| 作者单位： | 同济大学,上海,200092 |
| 基金项目： | 同济大学固体力学教育部重点实验室开放课题资助 |
| 摘 要： | 本文在实验研究的基础上，运用解析的方法对拉伸性能至明显的双线性的新型GFRP缠绕筋的力学性能进行了理论预测，预测结果与实验结果基本吻合。 |
| 关 键 词： | 玻璃纤维增强塑料筋 延伸性 名义屈服点 混凝土结构 力学性能 |
| 修稿时间： | 2002-11-01 |
DUCTIBILITY STUDY OF GFRP WOUND BAR FOR CONCRETE STRUCTURE PART Ⅱ MECHANICAL ANALYSIS |
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| Li Wenxiao Dai Ying He Pengfei Xue Yuande. DUCTIBILITY STUDY OF GFRP WOUND BAR FOR CONCRETE STRUCTURE PART Ⅱ MECHANICAL ANALYSIS[J]. Fiber Reinforced Plastics/Composites, 2003, 0(3): 14-16 | |
| Authors: | Li Wenxiao Dai Ying He Pengfei Xue Yuande |
| Affiliation: | Tongji University |
| Abstract: | A new wound ductile GFRP rebar for concrete structure has been experimentally studied in Part I. To predict the obvious bilinear behavior of the ductile GFRP rebar, analytical method is adopted in this paper. And calculated results are basically consistent with the experimental data. |
| Keywords: | ductibility FRP rebar nominal yield point concrete |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |