@inproceedings{4443f941000745bdbd3c1e5c7cef224a,
title = "The mechanical behavior of dove tail profiled steel concrete composite shear walls under axial compression",
abstract = "This paper presents an experiment on the dove tail profiled steel concrete composite shear wall (DSCW) under axial compression. Four DSCWs specimens were designed and constructed in order to test and obtain the deformation behavior, failure modes, bearing capacity, stiffness changes, etc. The results indicate that the failure process of all 4 specimens is initialed from steel sheets local buckling to the final concrete crushing. The steel and concrete can work consistently because the dove-tail-shaped ribs of the sheets have a good anchoring effect on the concrete. Based on the experiment result and analysis, a simplified formula for DSCWs was suggested to calculate the axial compressive strength with consideration of the influence of local buckling of steel sheets.",
author = "Zhenfeng Huang and Zhixiong Sun and Sumei Zhang and Lanhui Guo",
note = "Publisher Copyright: {\textcopyright} 2019 Author(s).; 9th International Conference on Structural Analysis of Advanced Materials, ICSAAM 2019 ; Conference date: 12-09-2019 Through 14-09-2019",
year = "2019",
month = dec,
day = "12",
doi = "10.1063/1.5140294",
language = "英语",
series = "AIP Conference Proceedings",
publisher = "American Institute of Physics Inc.",
editor = "Alberto D'Amore",
booktitle = "9th International Conference on Structural Analysis of Advanced Materials, ICSAAM 2019",
}