Experimental Study on Compression-bending of A New Type Wall Panel

DOI

10.2991/ifeesm-17.2018.75How to use a DOI?

Keywords

EVG-3D, axial compressing, compression-bending, failure mode, calculation formula

Abstract

With the adjustment of China's industrial policy, clay bricks which were used for many years has been out of the building field, and some new wall body materials are developing as the main current gradually, including a new wall called EVG-3D introduced from EVG Company in Austria. In this paper, three new EVG-3D wall panels were tested at the action of axial compressing and compressing-bending respectively, and the mechanical characteristics of combined action of two plates of concrete and the steel wires with concrete of EVG-3D specimen were analyzed. Based on the test results of axial compressing, compression-bending of EVG-3D wall panels, calculation formula for the axial compressing, and compression-bending capacity were researched simultaneously. These results obtained serve as a basis for compiling engineering regulations of this new composite wall material.

Copyright

© 2018, the Authors. Published by Atlantis Press.

Open Access

This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

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TY  - CONF
AU  - Yan Liu
AU  - Yunxiang Fu
AU  - Xiaolai Yu
AU  - Rongxin Tian
PY  - 2018/02
DA  - 2018/02
TI  - Experimental Study on Compression-bending of A New Type Wall Panel
BT  - Proceedings of the 2017 3rd International Forum on Energy, Environment Science and Materials (IFEESM 2017)
PB  - Atlantis Press
SP  - 401
EP  - 406
SN  - 2352-5401
UR  - https://doi.org/10.2991/ifeesm-17.2018.75
DO  - 10.2991/ifeesm-17.2018.75
ID  - Liu2018/02
ER  -