Shear resistant mechanisms of high strength fibre reinforced concrete beams

被引：0

作者：

Campione, G ^{[1
]}

La Mendola, L ^{[1
]}

Zingone, G ^{[1
]}

机构：

[1] Univ Palermo, Dipartimento Ingn Strutturale & Geotecn, I-90128 Palermo, Italy

来源：

EARTHQUAKE RESISTANT ENGINEERING STRUCTURES II | 1999年

关键词：

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

This paper presents results of an experimental investigation carried out on high strength fibre reinforced concrete beams in the presence of traditional steel reinforcement, subjected to monotonic and cyclic loads. The aim of the investigation was to point out the effectiveness of the fibres as shear reinforcement of the beams, and to show the possibility of changing the shear mode of failure, characterised by high brittleness and poor dissipative capacities, into a flexural mode of failure, which is certainly more suitable in structures designed in seismic areas.

引用

页码：23 / 32

页数：4

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