活性粉末混凝土梁受弯性能研究进展

Sheelan Mahmoud Hama, Dhifaf Natiq Hamdullah, Shaho Mahmoud Hama
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引用次数: 0

摘要

活性粉末混凝土可以被认为是一种特殊类型的混凝土,在这种混凝土中,粗骨料将被消除,以获得均匀的微观结构,最终得到最大的密度。许多研究人员对活性粉末的生产、力学性能、耐久性、发展和应用等方面进行了综述。但是关于结构性能的研究却很少。因为这种类型的混凝土及其结构应用的重要性。本文对活性粉末混凝土梁在弯曲荷载作用下的结构性能研究进行了综述。还回顾了与反应性混凝土行为相关的设计方程。在开始对梁的强度、应力-应变关系和延性进行回顾之前,首先介绍了它们对梁的弯曲结构性能的重要性和影响。通过对以往研究的回顾,纤维的种类及其体积比含量、氮化材料的种类及其含量、纵钢筋的用量是影响钢筋活性粉混凝土抗弯性能的主要因素
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Reactive Powder Concrete Beam's Behavior in Flexural : Review
Reactive Powder Concrete can be considered  as a special type of concrete in which the coarse aggregate will be eliminated to get a homogenous microstructure with a maximum density for final result. Many researchers presented a state of the art review on reactive powder's production,  mechanical properties, durability, development and applications. But the review about structural behavior is hardly to found. Because of importance of this type of concrete and its structural applications. This paper focused on review the researchers that deals with structural behavior of reactive powder concrete beams under bending load. Also review the proposed design equations related with reactive concrete behavior.  Before starting a review of strength , stress-strain relation and  ductility are presented because of their importance and effect on structure behavior of beams under bending. According to review of previous studies the type of fibers and its content as volumetric ratio, type of pozalanic materials and its content , amount of longitudinal steel reinforcement  are main factors that affected the flexural behavior of  reinforced Reactive Powder Concrete
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