Study on the Bearing Capacity of Autoclaved Fly Ash Masonry Short Column

DOI

10.2991/iccet-15.2015.136How to use a DOI?

Keywords

Autoclaved fly ash (AFA). Masonry structure; Bearing capacity. Stress-strain relation

Abstract

According to the plane cross-section assumption and static equilibrium, the formulas for the bearing capacity of autoclaved fly ash masonry short column (AFAMC) can be deduced. And in the deducing process, we should consider the stress-strain relations of the various masonry materials. In this paper, the experimental values of bearing capacity of the short column are compared with those from the theoretical formulas. The data coincidence will verify the reasonability of the formulas deduced by the author. The experimental values of bearing capacity are also compared with the values calculated under the formula of Code for Design of Masonry Structures (GB50003-2011). It can be found the theoretical values are higher than experimental values. So the compression bearing capacity of AFAMC based on the code is overestimated which leads to insecurity.

Copyright

© 2015, 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  - Xiaoxin Yang
AU  - Jianrong Yang
AU  - Zhichao Peng
PY  - 2015/11
DA  - 2015/11
TI  - Study on the Bearing Capacity of Autoclaved Fly Ash Masonry Short Column
BT  - Proceedings of the 5th International Conference on Civil Engineering and Transportation 2015
PB  - Atlantis Press
SP  - 730
EP  - 734
SN  - 2352-5401
UR  - https://doi.org/10.2991/iccet-15.2015.136
DO  - 10.2991/iccet-15.2015.136
ID  - Yang2015/11
ER  -