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Analysis of Flexural Capacity of High Strength Reinforced UHPC-CA Beams based on Orthogonal Test

Ming Ma, Jiajun Tang, Yun Bao, Yupeng Yao
Vol. 5, No. 2, pp. 12-19, 2023 DOI: 10.54691/sjt.v5i2.3973 February 20, 2023
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Abstract.The effects of the cross-sectional area of the reinforcement, the cross-sectional size of the specimen and the strength of ultra high performance concrete with coarse aggregate (UHPC-CA) on the flexural capacity of UHPC-CA beams with HRB500 grade high-strength reinforcement are analyzed by orthogonal test. The results show that the influence of various factors on the flexural capacity of high-strength reinforced UHPC-CA beams is in the order of specimen section size > reinforcement section area > UHPC-CA strength. With the increase of the three factors, the bending bearing capacity is improved in different degrees. The section size of the specimen is a general significant factor of the bending capacity, while the section area of the reinforcement and the UHPC-CA strength are not significant factors.
Keywords. Ultra High Performance Concrete with Coarse Aggregate (UHPC-CA); High Strength Reinforcement; Flexura Capacity.
APA Citation Ming Ma, Jiajun Tang, Yun Bao, Yupeng Yao (2023). Analysis of Flexural Capacity of High Strength Reinforced UHPC-CA Beams based on Orthogonal Test. Scientific Journal of Technology, 5(2), 12-19. https://doi.org/10.54691/sjt.v5i2.3973

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