供稿: 曾建仙;吴炎海;黄献海 | 时间: 2018-11-19 | 次数: |
作者单位:福建工程学院土木工程学院;福建省土木工程新技术与信息化重点实验室;广东工业大学土木与交通工程学院
摘要:针对RPC材料的薄弱环节即受拉应力状态,60组不同纤维RPC的受拉力学性能实验及其相应的SEM实验表明,纤维对RPC的微观工作机理的影响并非全是正面的,纤维带来阻裂增韧作用的同时也影响了骨料之间协同工作,且未完全改善的界面过渡区变得连续平直,影响材料的密实度和均匀度。在分析微观形貌、晶体结构、物相组成基础上提出的纤维RPC细观结构模型可用于分析纤维RPC的微观工作机理,为拓展高效、环保型水泥基复合材料的应用提供理论依据。
关键词:纤维活性粉末混凝土;微观工作机理;受拉应力状态;物相组成;微观结构模型;
DOI:10.16186/j.cnki.1673-9787.2016.01.021
分类号:TU528
Abstract:In the weak link of fiber reactive powder concrete( RPC) that is tensile stress state,60 sets tension performance experiments of fiber RPC and its corresponding SEM experiments show that( 1) the influence of fiber to the microcosmic mechanism of RPC are not all positive;( 2) crack resistance and toughening effects of fiber are accompanied by the affection of collaboration between aggregates at the same time;( 3) the uncompletely improved interface transition zone have become continuous and straight,affecting the compactness and uniformity of material. The microstructure model of fiber RPC is also proposed based on the analysis of microstructure,crystal structure,phase composition,and the model can be used for the analysis of the microscopic mechanism of fiber RPC. It also provides a theoretical basis for the development and application of efficient and environmentally cement base composite materials.