Anchorage of Reinforcement Bars in Hennebique R.C. Structures

A. Brencich, M. Nebiacolombo
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Abstract

. The Hennebique system was the most successful among the patented systems in the pre-code period even though the design rules were not completely clear. Anchorage of the re-inforcement is one of these unknown aspects and how it was calculated, and if it was calculated at all, is still today not clear. For this reason, the efficiency of the anchorages is one of the major issues when dealing with retrofitting a Hennebique structure or when its safety needs to be evaluated. In this paper a series of tests have been performed on the typical Hennebique an-chorages for reinforcing bars (fish-tails) and for the plate stirrups (bended ends) that were used. Different concrete types have been used so that either the collapse mechanisms of the anchor-ages and their ultimate strength may be identified.
Hennebique钢筋混凝土结构中钢筋锚固
。Hennebique系统是前代码时期专利系统中最成功的,尽管设计规则并不完全明确。锚固是这些未知的方面之一,它是如何计算的,以及它是否被计算过,至今仍不清楚。因此,在对Hennebique结构进行改造或评估其安全性时,锚固的效率是主要问题之一。本文对典型的Hennebique式钢筋(鱼尾)和板式马镫(弯曲端)进行了一系列试验。采用了不同的混凝土类型,以便确定锚固层的破坏机制及其极限强度。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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