Calculation of flexural capacity and rigidity for RC floor strengthened with bilateral steel-slab-bonded

DOI

10.2991/iccet-15.2015.249How to use a DOI?

Keywords

Bilateral steel-slab-bonded; Strengthened; RC floor; Flexural capacity; Rigidity; Detail measure

Abstract

Based on interrelated experiments research of RC beam strengthened with unilateral steel-slab-bonded and practical engineering needs, the technology of RC floor strengthened with bilateral steel-slab-bonded is presented. According to section internal force equation relation and classical theory about bended component rigidity, and considering of RC floor which is not uninstalled completely during strengthened process, the formula of flexural capacity and section rigidity about FC floor strengthened with bilateral steel-slab-bonded are established. Two type of detail measures are given for improving the bonded effect between slab and RC floor.

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  - Ge Wu
AU  - Yanyang Zhao
AU  - Meng Guo
PY  - 2015/11
DA  - 2015/11
TI  - Calculation of flexural capacity and rigidity for RC floor strengthened with bilateral steel-slab-bonded
BT  - Proceedings of the 5th International Conference on Civil Engineering and Transportation 2015
PB  - Atlantis Press
SP  - 1331
EP  - 1337
SN  - 2352-5401
UR  - https://doi.org/10.2991/iccet-15.2015.249
DO  - 10.2991/iccet-15.2015.249
ID  - Wu2015/11
ER  -