Finite element analysis of Reactive Powder Concrete beam flexural properties

DOI

10.2991/iceesd-17.2017.45How to use a DOI?

Keywords

Reactive Powder Concrete beam; Finite element analysis; combination of different fibers; flexural capacity

Abstract

By using finite element analysis to study the effects of different water-cement ratio and different fiber composition on the flexural properties of Reactive Powder Concrete beam. The results show that: Firstiy, under the same fiber combination, with the increase of water-cement ratio, the bending moment decreases gradually while the mid-span deflection gradually increases. Secondly, under the same W / B, the fiber combination B with the best flexural strength was obtained, followed by decreasing in the order of C, A, D. In this paper, the flexural capacity of the Reactive Power Concrete beams is analyzed by finite element simulation. The flexural capacity formula of the Reactive Power Concrete beams with different fiber-reinforced is deduced.

Copyright

© 2017, 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  - Cuiping Chi
AU  - Changchun Pei
PY  - 2017/04
DA  - 2017/04
TI  - Finite element analysis of Reactive Powder Concrete beam flexural properties
BT  - Proceedings of the 2017 6th International Conference on Energy, Environment and Sustainable Development (ICEESD 2017)
PB  - Atlantis Press
SP  - 231
EP  - 237
SN  - 2352-5401
UR  - https://doi.org/10.2991/iceesd-17.2017.45
DO  - 10.2991/iceesd-17.2017.45
ID  - Chi2017/04
ER  -