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Polyolefin fiber-reinforced concrete enhanced with steel-hooked fibers in low proportions

机译:用低比例的钢钩纤维增强聚烯烃纤维增强混凝土

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摘要

Over the past few years, polyolefin fiber reinforced self-compacting concrete has shown high performance in both fresh and hardened state. Its fracture behavior for small deformations could be enhanced with a small amount of steel-hooked fibers, obtaining a hybrid fiber-reinforced concrete well suited for structural use. Four types of conventional fiber-reinforced concrete with steel and polyolefin fibers were produced on the basis of the same self-compacting concrete also manufactured as reference. These concrete mixtures were manufactured separately with the same fiber contents being subsequently used for two more hybrid mixtures. Fracture properties, in addition to fresh and mechanical properties, were assessed. The research showed both synergies (with the two types of fibers working together in the fracture processes) and an improvement of the orientation and distribution of the fibers on the fracture surface
机译:在过去的几年中,聚烯烃纤维增强的自密实混凝土在新鲜和硬化状态下均显示出高性能。少量的钢钩纤维可增强其小变形的断裂性能,从而获得一种非常适合结构用途的混合纤维增强混凝土。在相同的自压缩混凝土的基础上,还生产了四种类型的具有钢和聚烯烃纤维的常规纤维增强混凝土,作为参考。这些混凝土混合物是分别制造的,具有相同的纤维含量,随后又用于另外两种混合混合物。除新鲜和机械性能外,还评估了断裂性能。研究显示了两种协同作用(两种类型的纤维在断裂过程中协同工作)以及纤维在断裂面上的取向和分布的改善。

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