location:Home > 2026 Vol.9 Apr.N02 > Optimization Analysis of Position Parameters for Segmented Buckling-Resistant Support Stop Plates Using Abaqus

2026 Vol.9 Apr.N02

  • Title: Optimization Analysis of Position Parameters for Segmented Buckling-Resistant Support Stop Plates Using Abaqus
  • Name: Caozhuowa Wen,Shuai Xu
  • Company: Jilin Jianzhu University,Changchun,130119,China
  • Abstract:

    Most methods for optimizing the position parameters of segmented buckling-resistant support stop plates are based on simplified mechanical models. By combining experimental data and engineering experience, empirical formulas are derived to relate the stop plate position parameters to support performance metrics. However, due to the difficulty in accurately simulating complex mechanical behavior, the quality of parameter optimization is often poor. To address this, a method for optimizing the position parameters of segmented buckling-resistant support stop plates based on Abaqus is proposed.Comprehensively considering factors such as material properties, boundary conditions, and applied loads, this study utilizes Abaqus software to define steel constitutive models, contact properties, constraints, and loading conditions, with the center-to-center spacing of the stop plates and the distance from the end to the end point as the optimization parameters. Through static loading simulations, the equivalent bending stiffness and maximum buckling displacement are calculated to simulate the mechanical response of the support under various operating conditions.Balancing the support’s buckling stability with the requirement for lightweight material usage in the stop plates, and incorporating stiffness constraints defined by engineering design codes, a multi-objective optimization mathematical model for stop plate positioning was established.The Sparrow Search algorithm was employed to map the stop plate position parameters onto a sparrow population position vector. Mechanical responses were obtained through Abaqus simulations, and individual fitness was calculated. The population was updated according to the update rules, ultimately outputting the optimal layout parameters for the stop plates.In the experiment, the proposed method was evaluated for optimization quality. The test comparison results clearly demonstrate that when the proposed method is used to optimize the position parameters of the buckling-resistant support’s stop plates, the maximum lateral buckling displacement is approximately 0.94 mm, indicating a relatively ideal optimization effect.


  • Keyword: Abaqus; buckling-resistant support; stop plate; positioning parameters; optimization analysis;
  • DOI: 10.12250/jpciams2026090408
  • Citation form: Caozhuowa Wen,Shuai Xu.Optimization Analysis of Position Parameters for Segmented Buckling-Resistant Support Stop Plates Using Abaqus[J]. Computer Informatization and Mechanical System,2026,Vol.9,pp.
Reference:

[1] Chung Y, Son H, Lee I H, et al. Finite Element Analysis of Roll Forming using Roll Flowers with Different Bending Shapes [J]. International Journal of Precision Engineering and Manufacturing, 2025, 26(1):165-175.

[2] Popp I O, Popp M O, Oleksik M, et al. Calibrating DC01 Material Properties for Finite Element Analysis with Abaqus and Isight [J]. Acta Universitatis Cibiniensis. Technical Series, 2023, 75(1):30-34.

[3] Wang Y, Syamsunur D, Memon Z A, et al. Performance of concrete slabs with waste materials: A study using finite element analysis [J]. Journal of Applied Engineering Science, 2025, 23(3):437-455.

[4] Ki K H, Kim J S, Kim S W, et al. Finite Element Analysis of the Three-roll Bending Process for Predicting Developed Length in the Manufacturing of Thick-walled Pipes [J]. Transactions of Materials Processing, 2025, 34(3):157-165.

[5] Park K R, Kim S H, Lee Y J, et al. Analysis of the Earth Pressure Reduction Effect on Retaining Wall Curved Walls Through Finite Element Analysis [J]. Journal of the Korean Society of Industry Convergence, 2025, 28(1):221-229.

[6] Chen F. Finite Element Analysis of Temperature Effects on Underground Large-Diameter -Concrete Cylinders Using ABAQUS [J]. Advances in Research, 2025, 26(1):101-109.

[7] Rahman M., Marri M., Varghese A. Integrated Crashworthiness Analysis of Electric Vehicle Battery Shells and Chassis: A Finite Element Study with Abaqus [J]. Indian Journal of Design Engineering, 2024, 4(1):1-8.

[8] Elamin A B A, Osman B H. Finite Element Analysis of a New Type of Self-Insulating Concrete Masonry Wall System [J]. Open Journal of Applied Sciences, 2025, 15(3):564-572.

[9] Chang B, Liu P, Zhou F, et al. Finite Element Analysis and Design of Connection Strength of a Segmented Composite Wind Turbine Blade [J]. Journal of Reinforced Plastics and Composites, 2026, 45(5-6):1364-1381.

[10] Liu J, Lei Y, Wei L I, et al. Test and finite element (FE) analysis on the flexural performance of timber-steel composite box girders [J]. Journal of Central South University of Forestry & Technology, 2023, 43(6):178-189.

[11] Oyebanji J, Sun C, Saleh K G Z. FibrePlug—An ABAQUS plug-in for multi-scale modeling of textile composites [J]. Composite Structures, 2023, 322(Oct.):1.1–1.18.

[12] Pandey A, Kumar S. A Simple and Robust Mesh Refinement Implementation in Abaqus for Phase Field Modeling of Brittle Fracture [J]. CMES—Computer Modeling in Engineering & Sciences, 2025, 144(3):3251–3286.

[13] Siddharth S, Lakshminarasimhan R, Arulmozhivarman J, et al. Overview of finite element analysis of polymer composites using ABAQUS [J]. Finite Element Analysis of Polymers and Composites, 2024: 397–426.

[14] Deswal S, Chaubey A K, Malik R, et al. Finite Element Analysis of Concrete-Filled Steel Tube Columns Under Uniaxial and Biaxial Loading Using ABAQUS [J]. Procedia Structural Integrity, 2025, 70(000):350-357.

[15] Ren G, Zhang S, Linlin L I, et al. Finite element analysis of wheat grain mechanical properties based on micro-CT modeling [J]. Transactions of the Chinese Society of Agricultural Engineering, 2025, 41(10):80-89.


Tsuruta Institute of Medical Information Technology
Address:[502,5-47-6], Tsuyama, Tsukuba, Saitama, Japan TEL:008148-28809 fax:008148-28808 Japan,Email:jpciams@hotmail.com,2019-09-16