| Combined Effect of Initial Curing Temperature and Crack Width on Chloride Penetration in Reinforced Concrete Beams | |
| Elkedrouci, L.; Diao, B.; Pang, S.; Li, Y. | |
| 2018 | |
| 会议名称 | MATEC Web of Conferences |
| 会议日期 | 2017-08-25 |
| 关键词 | Concrete beams and girders Concretes Cracks Curing Reinforced concrete Chloride contents Chloride diffusion Chloride penetration Curing temperature Non steady-state Reinforced concrete beams Reinforced structures Water to cement (binder) ratios Chlorine compounds |
| 卷号 | 142 |
| 收录类别 | EI |
| URL标识 | 查看原文 |
| 内容类型 | 会议论文 |
| URI标识 | http://www.corc.org.cn/handle/1471x/5935540 |
| 专题 | 北京航空航天大学 |
| 推荐引用方式 GB/T 7714 | Elkedrouci, L.,Diao, B.,Pang, S.,et al. Combined Effect of Initial Curing Temperature and Crack Width on Chloride Penetration in Reinforced Concrete Beams[C]. 见:MATEC Web of Conferences. 2017-08-25. |
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