The fracture properties of RPC and fibre reinforced RPC are analyzed with Fictitious Crack Model (FCM) in combination with linear-elastic fracture mechanics.

• 摘要采用虚拟裂缝模型结合线弹性断裂力学，分析了掺与不掺纤维活性粉末混凝土(RPC)的断裂特性。