Composite floors with novel shear connectors

被引：0

作者：

Fontana, Mario ^{[1
]}

Bärtschi, Roland ^{[1
]}

机构：

[1] ETH Zürich, Inst. fur Baustatik/Konstruktion, Fachbereich Stahl- und Holzbau, 8093 Zürich, Switzerland

来源：

Stahlbau | 2002年 / 71卷 / 08期

关键词：

Composite beams and girders - Shear deformation - Steel beams and girders - Structural analysis;

D O I：

10.1002/stab.200201960

中图分类号：

学科分类号：

摘要：

Investigations on the load-deformation behaviour of new types of shear connectors for composite beams in buildings are presented. Cold formed shear connectors made of thin steel sheets are fastened to the steel beam by means of powder-actuated fasteners. The aim of the investigation is the structural modelling and optimisation of quickly and independent from weather conditions installable shear connectors which show high strength at sufficient deformation capacity for plastic design of steel concrete composite beams with partial shear connection.

引用

页码：605 / 611