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Mesoscopic Damage Constitutive Model of Hydraulic Concrete Under Sulfate Corrosion
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Na ZHANG1, Hui LI2, Kai HE3
Water Resources and Power | 2023, 41(5) : 126 - 129
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Water Resources and Power | 2023, 41(5): 126-129
WATER CONSERVANCY AND HYDROPOWER ENGINEERING
Mesoscopic Damage Constitutive Model of Hydraulic Concrete Under Sulfate Corrosion
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Na ZHANG1, Hui LI2, Kai HE3
Affiliations
  • 1.School of Civil Engineering, Liuzhou Institute of Technology, Liuzhou 545616, China
  • 2.School of Civil Engineering, Chang’an University, Xi’an 710061, China
  • 3.School of Civil Engineering, Chongqing University, Chongqing 400045, China
Published: 2023-05-25 doi: 10.20040/j.cnki.1000-7709.2023.20221434
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The mechanical properties of hydraulic concrete are an important influencing factor on the stability of hydraulic engineering facilities. A fine damage intrinsic structure model considering the effect of sulfate corrosion was established using a combination of mechanical experiments and theoretical analysis. The results show that the effect of sulfate corrosion increases the damage degree of concrete after damage. With the increase of corrosion time, the compressive strength and elastic modulus show an exponential decay law, and the damage strain tends to increase. From the experimental results, the shape parameter m and scale parameter ε0 are calculated. Besides, the mesoscopic damage constitutive model considering the effect of sulfate corrosion is solved. The reasonableness of the theoretical model for predicting the stress-strain relationship was verified by experimental data. The constitutive model proposed in this study can provide scientific reference for the accurate prediction of mechanical behavior of hydraulic concrete.

hydraulic concrete  /  sulfate corrosion  /  mechanical behavior  /  meso damage  /  constitutive model
Na ZHANG, Hui LI, Kai HE. Mesoscopic Damage Constitutive Model of Hydraulic Concrete Under Sulfate Corrosion[J]. Water Resources and Power, 2023 , 41 (5) : 126 -129 . DOI: 10.20040/j.cnki.1000-7709.2023.20221434
Year 2023 volume 41 Issue 5
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Article Info
doi: 10.20040/j.cnki.1000-7709.2023.20221434
  • Receive Date:2022-07-13
  • Online Date:2026-01-28
  • Published:2023-05-25
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History
  • Received:2022-07-13
  • Revised:2022-09-11
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Affiliations
    1.School of Civil Engineering, Liuzhou Institute of Technology, Liuzhou 545616, China
    2.School of Civil Engineering, Chang’an University, Xi’an 710061, China
    3.School of Civil Engineering, Chongqing University, Chongqing 400045, 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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