大体积混凝土抗裂性能研究 |
| |
作者姓名: | 孙永波 曾力 刘数华 |
| |
作者单位: | 武汉大学水利水电学院,湖北,武汉,430072 |
| |
摘 要: | 对影响大体积混凝土抗裂性的极限拉伸值、抗拉弹性模量、温度变形等几个主要因素进行了分析,得出大体积混凝土抗裂性指标,并将其应用于评价大体积混凝土抗裂性,结果与实际工程相符,可靠有效。为大体积混凝土的抗裂设计及阶段性养护提供可靠的实验依据。
|
关 键 词: | 混凝土 抗裂性指标 极限拉伸值 弹性模量 温度变形 |
文章编号: | 1672-1683(2003)04-0032-02 |
Research on Crack Resistance of Mass Concrete |
| |
Authors: | SUN Yong-bo ZENG Li LIU Shu-hua |
| |
Abstract: | The main factors, such as limiting extended value, elastic module and thermal deformation of the influence on crack resistance of mass concrete have been analyzed in this paper. We present the criterion of crack resistance of the mass concrete and use it to evaluate the crack resistance of the mass concrete with experiments. After analyzing the reasons responding for the situations, we get an agreement result. The criterion can provide us reliable of valid experimental basis on crack resistance design and stage curing of mass concrete. |
| |
Keywords: | concrete crack resistance limiting extended value elastic module thermal deformation |
本文献已被 CNKI 维普 万方数据 等数据库收录! |