Experimental Study on Flexural Capacity of Ultra-High Performance Concrete-Concrete Composite Simply Supported Beam

DOI

10.2991/978-94-6463-658-1_66How to use a DOI?

Keywords

Ultra-high performance concrete composite beam; bending bearing capacity; prestressed concrete structure; experimental study

Abstract

In order to study the flexural capacity of prestressed ultra-high performance concrete-normal concrete (UHPC-NC) composite beams, a four-point bending test of a 13 m full-scale prestressed UHPC-NC composite I-beam was carried out. The test recorded the main results of the test beam from the loading to the failure stage: the stress process of the UHPC-NC composite beam, the strain distribution of the mid-span section, the crack development mode and the failure mode.

Copyright

© 2025 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  - Huan-Bin Zhang
PY  - 2025
DA  - 2025/03/03
TI  - Experimental Study on Flexural Capacity of Ultra-High Performance Concrete-Concrete Composite Simply Supported Beam
BT  - Proceedings of the 2024 10th International Conference on Architectural, Civil and Hydraulic Engineering (ICACHE 2024)
PB  - Atlantis Press
SP  - 649
EP  - 654
SN  - 2352-5401
UR  - https://doi.org/10.2991/978-94-6463-658-1_66
DO  - 10.2991/978-94-6463-658-1_66
ID  - Zhang2025
ER  -