Related Experiment Video
Updated: Oct 13, 2025

Experimental Methods for Investigation of Shape Memory Based Elastocaloric Cooling Processes and Model Validation
Published on: May 2, 2016
Optimized Neural Network Prediction Model of Shape Memory Alloy and Its Application for Structural Vibration Control
Meng Zhan1, Junsheng Liu2, Deli Wang3
1College of Construction Engineering, HuangHuai University, No. 76 Kaiyuan RD., Zhumadian 463000, China.
An optimized neural network model accurately predicts shape memory alloy (SMA) behavior, enhancing structural vibration control. Genetic algorithms optimize SMA wire placement for effective seismic response reduction, improving structural stability and reducing drift by 44.51%.
Area of Science:
- Materials Science
- Civil Engineering
- Computational Mechanics
Background:
- Traditional mathematical models for shape memory alloys (SMAs) are complex for numerical analysis.
- Artificial neural networks offer a nonlinear modeling approach independent of traditional mathematical models, avoiding inherent errors.
- Developing accurate and efficient models for SMA behavior is crucial for advanced engineering applications.
Purpose of the Study:
- To develop an optimized neural network prediction model for shape memory alloys (SMAs).
- To apply the optimized model for effective structural vibration control.
- To investigate the optimal placement and quantity of SMA wires in a spatial structure for seismic response mitigation.
Main Methods:
- Experimental testing of austenitic SMA wire superelastic properties.
- Training a Backpropagation (BP) neural network using experimental material property data.
- Optimizing the neural network prediction model using a genetic algorithm.
- Employing an improved genetic algorithm to optimize the position and quantity of SMA wires in a three-storey structure.
- Performing dynamic response analysis on the optimized structural configuration.
Main Results:
- The optimized neural network model demonstrates superior agreement with experimental data and higher stability compared to unoptimized models.
- The model accurately captures the rate-dependent superelastic properties of SMAs.
- Optimized placement and quantity of SMA wires significantly inhibit structural seismic responses.
- A configuration with four SMA wires achieved a 44.51% reduction in total structural storey drift, indicating an effective and economical solution.
- Excessive SMA wires do not necessarily improve vibration reduction, highlighting the importance of optimal configuration.
Conclusions:
- The optimized genetic algorithm-BP neural network model provides a high-precision, rate-dependent dynamic prediction for SMAs.
- The developed constitutive model is user-friendly for dynamic simulations of SMA passive control structures.
- Proper configuration of SMA wire quantity and location is essential for effective and economical seismic response reduction in structures.
Related Concept Videos
Plastic Deformation in Circular Shafts
Residual Stresses in Bending
Dynamic Modulus of Elasticity of Concrete
The sonic test is a common method to determine the dynamic modulus. In this test, a concrete beam, sized either 6 x 6 x 30 inches or 4 x 4 x 20 inches, is clamped at its center. Vibrations are initiated at one end of the beam by an electromagnetic exciter unit powered by...
Residual Stresses in Circular Shafts
Bending and Torsional Moments
The reaction developed in a structural element when subjected to an external force causes the element to bend. When a structural element bends upwards, it creates compressive normal forces on the top and tensile normal forces on the bottom, resulting in a couple that determines the bending...
Deformation of a Beam under Transverse Loading
The insights from the bending moment diagram extend to...

