Study on Flexural Capacity and Deformation of Partially Filled Steel-Fiber Lightweight Concrete Composite Beams

DOI

10.2991/978-94-6463-473-0_19How to use a DOI?

Keywords

Steel reinforced concrete composite members; bending static test; bending performance

Abstract

In order to give full play to the performance of light weight and high strength of steel-concrete composite members, this paper proposes a partially filled steel-fiber volcanic slag aggregate concrete composite beam. Through the bending static test and finite element analysis of three rectangular cross-section beam specimens, the influence of filling fiber and changing the flange width-thickness ratio parameters on the bending mechanical properties and failure modes of composite beams was studied.

Copyright

© 2024 The Author(s)

Open Access

Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

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TY  - CONF
AU  - Chenyang Ding
AU  - Xu Yan
AU  - Wei Sun
PY  - 2024
DA  - 2024/08/22
TI  - Study on Flexural Capacity and Deformation of Partially Filled Steel-Fiber Lightweight Concrete Composite Beams
BT  - Proceedings of the 2024 3rd International Conference on Applied Mechanics and Engineering Structures (AMES 2024)
PB  - Atlantis Press
SP  - 182
EP  - 187
SN  - 2352-5401
UR  - https://doi.org/10.2991/978-94-6463-473-0_19
DO  - 10.2991/978-94-6463-473-0_19
ID  - Ding2024
ER  -