Bond Between Steel and Self-Compacting Concrete in Composite Tube Columns

Archives of civil engineering

MSc., Eng. M. SzadkowskaCorresponding authorWarsaw University of Technology, Faculty of Civil Engineering, Al. Armii Ludowej 16, 00-637 Warsaw, PolandEmailOther articles by this author:De Gruyter OnlineGoogle Scholar¹  DSc., PhD., Eng E. SzmigieraWarsaw University of Technology, Faculty of Civil Engineering, Al. Armii Ludowej 16, 00-637 Warsaw, PolandEmailOther articles by this author:De Gruyter OnlineGoogle Scholar¹ 

[1] Warsaw University of Technology, Faculty of Civil Engineering, Al. Armii Ludowej 16, 00-637 Warsaw, Poland

关键词: Keywords: composite;    self-compacting;    concrete;    vertical shear resistance;    bond;    tubes;   

DOI  :  10.1515/ace-2017-0021

学科分类：建筑学

来源: Polska Akademia Nauk * Instytut Podstawowych Problemow Techniki / Polish Academy of Sciences, Institute of Fundamental Technological Research

【 摘 要 】

This paper presents research results of composite tubes filled with self-compacting concrete. The impact of the selected materials and geometric factors on resistance to the vertical shear was evaluated in this study. The resistance of the tested members was compared with recommendations given in Eurocode PN-EN 1994-1-1. From the results obtained in the tests it can be deduced that more parameters should be taken into consideration when determining resistance to the vertical shear in the interface between steel and concrete than PN-EN 1994- 1-1 recommends.

【 授权许可】

Unknown