摘要
先介绍了纤维混凝土的研究背景及增强机理的理论依据,然后依次阐述了孔隙水压力学说、热应力学说和热开裂学说三类纤维混凝土的高温爆裂机理并举例说明,最后得出结论:孔隙水压力学说在解释纤维混凝土高温爆裂的原因,明确混凝土发生高温爆裂的条件等方面更具有信服力;目前对纤维混凝土高温力学性能的研究多侧重于利用纤维提高混凝土基体强度,但对纤维混凝土高温下其强度稳定性以及基体耐久性的研究甚少等结论。
It introduces the research background of fiber concrete and the theoretical basis of strengthening mechanism,then expounds the mechanism of pore water pressure theory,thermal stress theory and thermal cracking theory,and illustrates the high temperature burst mechanisms of three kinds of fiber concrete.Finally,it concludes that the theory of pore water pressure is more convincing in explaining the high temperature burst of fiber concrete,and it is clear that the condition of high temperature burst in concrete is more important.However,the stability of the strength of fiber reinforced concrete and the study of the durability of the substrate are very few.
作者
单晨晨
杨鼎宜
张鑫怡
韩雪
SHAN Chenchen, YANG Dingyi,ZHANG Xinyi,HAN Xue(College of Architectural S cience and Engineering, Yangzhou University, Yangzhou 225009 Chin)
出处
《混凝土》
CAS
北大核心
2018年第4期87-90,94,共5页
Concrete
基金
热-力耦合作用下混凝土力学性能变化规律及其微观机理的研究(51578479)
国家级大学生科创项目:纤维混凝土在高温情况下的力学性能的研究(201611117027Z)
关键词
纤维混凝土
高温
力学机理
fiber reinforced concrete
high temperature
mechanical mechanism