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Mechanics Properties of Steel Fiber Reinforced Concrete

机译:钢纤维混凝土的力学性能

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A steel fiber reinforced concrete (SFRC) pavement has not only a thickness 40%~50% less than that of a Portland concrete pavement but also have a excellent flexural strength performance and a clear priority to the common in the compatibility with foundation's local non-uniformity, which can partially cure the pavement diseases due to the foundation's non-uniform settlement and thus lift the concrete pavement adaptability. In this paper, a study is involved in some factors influencing SFRC properties, such as, randomly orientated steel fiber, fiber volume fraction Vf, fiber aspect ratio, fiber geometry, fiber spacing, fiber orientation and fiber-matrix bond strength, which aims to present some proposals for references.
机译:钢纤维钢筋混凝土(SFRC)路面不仅厚度为40%〜50%小于波特兰混凝土路面,而且还具有出色的弯曲强度性能,并明确优先于与基金会的本地非兼容性相互作用均匀性,由于基础的非均匀沉降,可以部分地固化路面疾病,从而提升混凝土路面适应性。在本文中,研究了影响SFRC性能的一些因素,例如随机取向钢纤维,纤维体积分数VF,纤维纵横比,纤维几何,纤维间距,纤维取向和纤维 - 基质粘合强度,旨在提出一些提出的提议。

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