| 高温后高性能混凝土抗压强度试验研究 |
| |
| 引用本文： | 凌立,贾清,刘宏波.高温后高性能混凝土抗压强度试验研究[J].工业建筑,2009(Z1). |
| |
| 作者姓名： | 凌立 贾清 刘宏波 |
| |
| 作者单位： | 辽宁工程技术大学科技产业处;沈阳市东煤房屋开发公司;河北建筑工程学院土木工程系; |
| |
| 摘 要： | 对常温20℃及200~600℃高温后高性能混凝土进行单轴抗压强度力学性能试验,测其抗压强度,并建立了高温后高性能混凝土抗压强度随温度变化的公式。试验结果表明:伴随温度升高,高温200~300℃后高性能混凝土抗压强度有所升高,400℃左右是抗压强度明显变化的临界温度。
|
| 关 键 词： | 高性能混凝土 高温 力学性能 |
EXPERIMENTAL STUDY ON THE COMPRESSIVE STRENGTH OF PLAIN HIGH-PERFORMANCE CONCRETE AFTER HIGH TEMPERATURES |
| |
| Ling Li Jia Qing Liu Hongbo.EXPERIMENTAL STUDY ON THE COMPRESSIVE STRENGTH OF PLAIN HIGH-PERFORMANCE CONCRETE AFTER HIGH TEMPERATURES[J].Industrial Construction,2009(Z1). |
| |
| Authors: | Ling Li Jia Qing Liu Hongbo |
| |
| Affiliation: | 1.Department of Science & Technology Industries;Liaoning Technical University;Fuxin 123000;China;2.Company of Buildings Development of Dongmei in Shenyang;Shenyang 110000;3.School of Civil Engineering;Institute of Architecture and Civil Engineering;Hebei;Zhangjiakou 075024;China |
| |
| Abstract: | It is attempted to generate information on the compressive strength behavior of plain high-performance concrete(HPC) after 20℃(normal temperature),200℃,300℃,400℃,500℃and 600℃ levels of high temperatures.The compressive strengths were measured.The formula of plain HPC with the temperature parameters is proposed.The experimental results show that the compressive strength of plain HPC after 200℃~300℃ is increased with the increase of temperature and its critical temperature is around 400℃. |
| |
| Keywords: | high-performance concrete(HPC) high temperatures mechanical properties |
| 本文献已被 CNKI 等数据库收录！ |
