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Experimental study on seismic behavior of corroded L-shaped reinforced concrete shear walls
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Sheng RUAN1, 2, Shansuo ZHENG1, 2, Xin ZHANG1, 2, Haochong LI1, 2, Yuxin LUO1, 2
Journal of Vibration Engineering | 2025, 38(8) : 1878 - 1888
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Journal of Vibration Engineering | 2025, 38(8): 1878-1888
Experimental study on seismic behavior of corroded L-shaped reinforced concrete shear walls
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Sheng RUAN1, 2, Shansuo ZHENG1, 2, Xin ZHANG1, 2, Haochong LI1, 2, Yuxin LUO1, 2
Affiliations
  • 1.College of Civil Engineering,Xi’an University of Architecture and Technology,Xi’an 710055,China
  • 2.Key Lab of Structural Engineering and Earthquake Resistance,Ministry of Education,Xi’an University of Architecture and Technology,Xi’an 710055,China
Published: 2025-08-10 doi: 10.16385/j.cnki.issn.1004-4523.202307064
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To study the influence of different degrees of steel corrosion and axial compression ratio on the seismic performance of corroded L-shaped reinforced concrete (RC) shear walls,the test specimens of 5 L-shaped RC shear walls with a shear-to-span ratio of 2.5 were subjected to accelerated corrosion by using dry-wet cycle and external current corrosion method,then the specimens were subjected to a pseudo-static test. The test results show that with the increase of corrosion degree,the bearing capacity of the specimens gradually decreased,and the decrease rate of positive (flange tension) bearing capacity was higher than that of the negative (flange compression). The specimen deformation and energy dissipation capacity deteriorated to varying degrees,the stiffness degradation aggravated,and the percentage of shear deformation in the positive peak point increased. When the degree of corrosion was equal,with the increase of the axial compression ratio,the positive failure mode of the corroded specimen developed into small eccentric failure progressively. In the meantime,the positive bearing capacity of the specimens first increased and then decreased,while the negative bearing capacity of the test specimens gradually increased,and the increase rate of the negative bearing capacity was greater than that of the positive; the deformation capacity of the specimens constantly decreased,and the decrease rate of the positive deformation capacity was greater than that of the negative; the energy dissipation capacity,shear deformation and percentage of shear deformation of the specimens all decreased continuously.

reinforced concrete shear walls  /  pseudo-static test  /  seismic behavior  /  reinforcement corrosion  /  dry-wet cycle
Sheng RUAN, Shansuo ZHENG, Xin ZHANG, Haochong LI, Yuxin LUO. Experimental study on seismic behavior of corroded L-shaped reinforced concrete shear walls[J]. Journal of Vibration Engineering, 2025 , 38 (8) : 1878 -1888 . DOI: 10.16385/j.cnki.issn.1004-4523.202307064
Year 2025 volume 38 Issue 8
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Article Info
doi: 10.16385/j.cnki.issn.1004-4523.202307064
  • Receive Date:2023-07-24
  • Online Date:2026-02-09
  • Published:2025-08-10
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  • Received:2023-07-24
  • Revised:2023-12-28
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Affiliations
    1.College of Civil Engineering,Xi’an University of Architecture and Technology,Xi’an 710055,China
    2.Key Lab of Structural Engineering and Earthquake Resistance,Ministry of Education,Xi’an University of Architecture and Technology,Xi’an 710055,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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