A nonlinear finite element method for analyzing the bending behavior of functionally graded shape memory alloys under the loading process

Li, Shoubao; Jia, Xiaoli; He, Jianfeng; Ke, Liao-Liang; Yang, Jie; Kitipornchai, S.

doi:10.1007/s00419-023-02424-1

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2024

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Cited by 3 publications

References 51 publications

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A Direct and High-Efficiency Approach to Accurately Simulating Overall Bending Responses of Ultra-High Performance Fiber-Reinforced Concrete Beams up to Failure

Zhuang,

He,

Liu

et al. 2024

Advanced Structured Materials

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A Direct and High-Efficiency Approach to Accurately Simulating Overall Bending Responses of Ultra-High Performance Fiber-Reinforced Concrete Beams up to Failure

Zhuang,

He,

Liu

et al. 2024

Advanced Structured Materials

View full text Add to dashboard Cite

Experimental free vibration and tensile test results of a five-layer sandwich plate by comparing various carbon nanostructure reinforcements with SMA

Noruzi,

Mohammadimehr,

Bargozini

2024

Heliyon

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Research on Superelasticity of Shape Memory Alloys Based on Reproducing Kernel Particle Method

Zhang,

Wei,

Liu

et al. 2024

Int. J. Appl. Mechanics

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Shape memory alloys (SMAs), known for their unique superelastic effect, exhibit superior mechanical properties compared to traditional materials. In this study, the reproducing kernel particle method (RKPM) is applied to investigate the superelastic effect of the SMAs. A segmented linearization RKPM model is developed to establish the stress–strain relationship for the superelastic effect, and relevant formulas of superelasticity for the SMAs are derived. Finally, the applicability and accuracy of the RKPM in analyzing the superelastic effect of the SMAs are demonstrated through numerical examples.

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A nonlinear finite element method for analyzing the bending behavior of functionally graded shape memory alloys under the loading process

Cited by 3 publications

References 51 publications

A Direct and High-Efficiency Approach to Accurately Simulating Overall Bending Responses of Ultra-High Performance Fiber-Reinforced Concrete Beams up to Failure

A Direct and High-Efficiency Approach to Accurately Simulating Overall Bending Responses of Ultra-High Performance Fiber-Reinforced Concrete Beams up to Failure

Experimental free vibration and tensile test results of a five-layer sandwich plate by comparing various carbon nanostructure reinforcements with SMA

Research on Superelasticity of Shape Memory Alloys Based on Reproducing Kernel Particle Method

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