机构地区: 太原理工大学
出 处: 《山西建筑》 2010年第8期174-175,共2页
摘 要: 通过比较一般的高强混凝土和掺聚丙烯短纤维的高强混凝土在常温和高温情况下抗压性能和抗折性能的差别,通过分析得出一些比较有意义的关系和规律,以期改善和提高混凝土的性能及强度。 In this paper by comparing the general HSC and high-strength polypropylene fiber concrete at room temperature and high tempera- ture cases and analyzing the two kinds of concrete compressive and flexural properties of the difference between the performance, we can draw some of the more meaningful relationship and laws, so as to improve the performance and intensity of the concrete.
领 域: [建筑科学]