| 碎石RPC抗拉性能试验研究 |
| |
| 引用本文： | 龙金涛. 碎石RPC抗拉性能试验研究[J]. 交通标准化, 2012, 0(10): 53-55 |
| |
| 作者姓名： | 龙金涛 |
| |
| 作者单位： | 新疆交通规划勘察设计研究院,新疆乌鲁木齐,830006 |
| |
| 摘 要： | RPC是一种新型的超高性能水泥基复合材料,因其具有超高的抗压性能和远高于普通混凝土的抗拉性能而受到广泛关注。通过试验对碎石RPC的抗折性能和轴心抗拉性能进行了研究,以得到各组分对碎石RPC抗拉性能的影响。
|
| 关 键 词： | 碎石RPC 抗折强度 轴心抗拉强度 |
Experimental Study on Tensile Performance of Gravel RPC |
| |
| LONG Jin-tao. Experimental Study on Tensile Performance of Gravel RPC[J]. Communications Standardization, 2012, 0(10): 53-55 |
| |
| Authors: | LONG Jin-tao |
| |
| Affiliation: | LONG Jin-tao(Xinjiang Transportation Planning Surveying ＆ Design Institute,Urumchi 830006,China) |
| |
| Abstract: | RPC is a new cement-based composite material with super high performance.Because of its high compressive strength and the tensile property which is far higher than that of ordinary concrete,it is attracted considerable attention.Through the test on flexural strength and axial tensile properties of gravel RPC,the influence of each component on gravel RPC′s tensile properties is deduced. |
| |
| Keywords: | gravel RPC flexural strength axial tensile strength |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
| 点击此处可从《交通标准化》浏览原始摘要信息 |
|
点击此处可从《交通标准化》下载全文 |
