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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 (Herausgeber:in) / Li, Dayong (Herausgeber:in) / Zhang, Yukun (Herausgeber:in) / Luan, Yalin (Herausgeber:in) / Zhang, Huan-Bin (Autor:in)
International Conference on Architectural, Civil and Hydraulic Engineering ; 2024 ; Shenyang, China
01.03.2025
6 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
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