钢纤维混凝土的承载强度

C.V.S. Kameswara Rao , R.N. Swamy
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引用次数: 9

摘要

本文报道了纤维体积分数和卸载与加载面积之比对混凝土极限承载力的影响,并进行了试验研究。采用了两种类型的加载模式,即同心加载和边缘加载。建立了一个简单的理论模型,并证明该模型与试验观测值吻合良好。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Bearing strength of steel fibre reinforced concrete

This paper reports and experimental investigation in which the effects of fibre volume fraction and the ratio of unloaded to loaded area on the ultimate bearing capacity of concrete are studied. Two types of loading patterns, namely, concentric and edge loading were adopted. A simple theoretical model is developed and is shown to fit the test observations well.

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