| METALS AND METAL MATRIX COMPOSITES |
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| Study on Axial Compression Performance of Concrete Columns Confined by Shape Memory Alloy Strips |
| XU Lidan1,2,3, YANG Yi1, ZHAO Jitao4, CHEN Ming1,2,*
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1 College of Civil Engineering, Inner Mongolia University of Science and Technology, Baotou 014010, Inner Mongolia, China
2 Inner Mongolia University Intelligent Construction and Operation Engineering Research Center, Baotou 014010, Inner Mongolia, China
3 Inner Mongolia Key Laboratory of Safety and Durability for Civil Engineering, Baotou 014010, Inner Mongolia, China
4 School of Civil and Architecture Engineering, Panzhihua University, Panzhihua 617000, Sichuan, China |
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Abstract The influence of SMA strips on it’s bearing capacity and deformation capacity was investigated through axial compression tests. Based on the experimental measurement data, a finite element model was established. Use ABAQUS to establish and conduct parametric analysis. A prediction model and constitutive model for the axial compressive strength of prestressed SMA strip constrained concrete columns have been proposed. The results show that:(i) After being restrained by pre-stressed SMA strips, concrete column specimens can not only have a higher axial compressive bearing capacity, with an increase amplitude of 2.70%—17.17%, but also have good deformation capacity. The peak displacement amplitude can be increased by 50.25%, which can effectively improve its axial compressive performance. (ii) The simulation results show that the numerical simulation results are in good agreement with the experimental analysis results, verifying the reliability of the finite element model. The magnitude of prestress is the key influencing factor, and the bearing capacity of the specimen can be increased by 22.6% compared with that without prestress. (iii) The model proposed here was compared with simulation and experimental values, with a mean ratio of 1.02, meanwhile, validated with experimental data from other research. 95% of the experimental data showed an error of ±20% between the experimental and calculated values, indicating a good degree of agreement. The proposed stress-strain full curve model is in good agreement with experimental results and can accurately describe the stress deformation characteristics of prestressed SMA strip constrained concrete columns under axial compression.
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Published: 25 December 2025
Online: 2025-12-17
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2025, Vol. 39 
