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Experimental Study on Flexural Capacity of Ultra-High Performance Concrete-Concrete Composite Simply Supported Beam
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.
Experimental Study on Flexural Capacity of Ultra-High Performance Concrete-Concrete Composite Simply Supported Beam
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.
Experimental Study on Flexural Capacity of Ultra-High Performance Concrete-Concrete Composite Simply Supported Beam
Advances in Engineering res
Zhang, Yu (editor) / Li, Dayong (editor) / Zhang, Yukun (editor) / Luan, Yalin (editor) / Zhang, Huan-Bin (author)
International Conference on Architectural, Civil and Hydraulic Engineering ; 2024 ; Shenyang, China
2025-03-01
6 pages
Article/Chapter (Book)
Electronic Resource
English
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