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| 基于细观力学的延性构件的设计 | |
| 引用本文： | 陈瑛,冯新权,孟庆生,唐永久. 基于细观力学的延性构件的设计[J]. 高科技纤维与应用, 2004, 29(2): 25-28 |
| 作者姓名： | 陈瑛 冯新权 孟庆生 唐永久 |
| 作者单位： | 1. 河海大学,工程力学系,江苏,南京,210098 2. 山东省水利设计院,山东,济南,250022 3. 济南四建集团有限公司,山东,济南,250032 4. 山东鲁咨工程咨询有限公司,山东,济南,250032 |
| 摘 要： | 本文阐述了依据细观力学原理设计高性能纤维增强水泥基复合材料(HPFRCC)的原则。普通钢筋或FRP筋混凝土构件需设置大量的箍筋保证延性。HPFRCC强度较高，受拉和受剪时延性较好，作为基体配置钢／FRP筋后，与相同配筋条件的混凝土梁相比，承载力和延性均提高。 |
| 关 键 词： | 纤维增强水泥基复合材料 HPFRCC 强度 承载力 抗拉强度 水泥砂浆 延性 |
| 文章编号： | 1007-9815(2004)02-0025-03 |
| 修稿时间： | 2004-04-06 |
Design of ductile reinforced member based on micromechanics |
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| CHEN Ying, FENG Xin-quan, MENG Qing-sheng, TANG Yong-jiou. Design of ductile reinforced member based on micromechanics[J]. Hi-Tech Fiber & Application, 2004, 29(2): 25-28 | |
| Authors: | CHEN Ying FENG Xin-quan MENG Qing-sheng TANG Yong-jiou |
| Affiliation: | CHEN Ying1, FENG Xin-quan2, MENG Qing-sheng3, TANG Yong-jiou4 |
| Abstract: | This paper presents the principle for the designing of fiber reinforced high performance cementitious composites. Steel bar reinforced concrete members need lots of stirrups. The brittleness of FRPs result in low resistance to craking. When steel bars or FRP bars are used in fiber reinforced high performance cementitious composites, members usually have better load capacity and ductility than reinforced concrete. |
| Keywords: | high performance fiber reinforced cementitious composites load capability ductility |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |