摘要
RPC是一种新型的超高性能水泥基复合材料,因其具有超高的抗压性能和远高于普通混凝土的抗拉性能而受到广泛关注。通过试验对碎石RPC的抗折性能和轴心抗拉性能进行了研究,以得到各组分对碎石RPC抗拉性能的影响。
RPC is a new cement-based composite material with super high performance.Because of its high compressive strength and the tensile property which is far higher than that of ordinary concrete,it is attracted considerable attention.Through the test on flexural strength and axial tensile properties of gravel RPC,the influence of each component on gravel RPC′s tensile properties is deduced.
出处
《交通标准化》
2012年第10期53-56,共4页
Communications Standardization
