Experimental Study on Compression-bending of A New Type Wall Panel
- https://doi.org/10.2991/ifeesm-17.2018.75How to use a DOI?
- EVG-3D, axial compressing, compression-bending, failure mode, calculation formula
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.
- © 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/).
Cite this article
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 - https://doi.org/10.2991/ifeesm-17.2018.75 ID - Liu2018/02 ER -