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Experimental study on the effect of reinforcement corrosion on the bending performance of prestressed concrete beams
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Kaicheng XU1, 2, Zijian LU2, 3, Hongrui HUANG2, Rixu QIU2, Bin YI2, Liqing ZHANG1, 2
Journal of Experimental Mechanics | 2025, 40(4) : 515 - 527
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Journal of Experimental Mechanics | 2025, 40(4): 515-527
Experimental study on the effect of reinforcement corrosion on the bending performance of prestressed concrete beams
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Kaicheng XU1, 2, Zijian LU2, 3, Hongrui HUANG2, Rixu QIU2, Bin YI2, Liqing ZHANG1, 2
Affiliations
  • 1.State Key Laboratory of Performance Monitoring and Protecting of Rail Transit Infrastructure, East China Jiaotong University, Nanchang 330013, Jiangxi, China
  • 2.School of Civil Engineering and Architecture, East China Jiaotong University, Nanchang 330013, Jiangxi, China
  • 3.Zhaoqing Engineering Section of China Railway Guangzhou Group Co., Ltd., Zhaoqing 526000, Guangdong, China
Published: 2025-08-01 doi: 10.7520/1001-4888-24-074
Outline
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Prestressed concrete structures are subject to environmental corrosion during service, resulting in corrosion of the reinforcement and varying degrees of damage to the structure. This leads to a reduction in the structural load carrying capacity. To investigate the effect of the reinforcement corrosion on the flexural performance of prestressed concrete beams, corroded prestressed concrete beams were tested by a four-point bending test. It is shown that the corrosion of the ordinary reinforcement has a small effect on the cracking strength and ultimate strength of test beams. However, the effect of corrosion on the yield load is more obvious. When the corrosion rate of ordinary steel reinforcement is 3.8%, the yield load of the test beams decreases by 15.6%. Additionally, the corrosion rate of steel reinforcement has a smaller effect on the yield deflection of the test beams, but the effect on the ultimate deflection is more obvious. When the corrosion rate of steel reinforcement is 11.5%, the ultimate deflection decreases by 8.6%. The corrosion of the prestressed steel strand has a significant effect on the cracking load and yield load of the test beams, which is the main factor affecting the load carrying capacity and deformation capacity of the prestressed beams. The cracking load of the test specimen decreases by 32.9% when the strand corrosion rate is 7.6%.

prestressed concrete beam  /  steel corrosion  /  flexural behavior  /  finite element analysis  /  bearing capacity calculation
Kaicheng XU, Zijian LU, Hongrui HUANG, Rixu QIU, Bin YI, Liqing ZHANG. Experimental study on the effect of reinforcement corrosion on the bending performance of prestressed concrete beams[J]. Journal of Experimental Mechanics, 2025 , 40 (4) : 515 -527 . DOI: 10.7520/1001-4888-24-074
Year 2025 volume 40 Issue 4
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Article Info
doi: 10.7520/1001-4888-24-074
  • Receive Date:2024-04-26
  • Online Date:2026-03-27
  • Published:2025-08-01
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History
  • Received:2024-04-26
  • Revised:2024-09-03
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Affiliations
    1.State Key Laboratory of Performance Monitoring and Protecting of Rail Transit Infrastructure, East China Jiaotong University, Nanchang 330013, Jiangxi, China
    2.School of Civil Engineering and Architecture, East China Jiaotong University, Nanchang 330013, Jiangxi, China
    3.Zhaoqing Engineering Section of China Railway Guangzhou Group Co., Ltd., Zhaoqing 526000, Guangdong, China
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表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)

Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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