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Bi-mapping Solving Approach for the ICM Method of Structural Topology Optimization
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Xirong Peng1, Yunkang Sui2, **, Hongling Ye2, Jun Tie3
Chinese Journal of Solid Mechanics | 2025, 46(2) : 162 - 176
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Chinese Journal of Solid Mechanics | 2025, 46(2): 162-176
Research Papers
Bi-mapping Solving Approach for the ICM Method of Structural Topology Optimization
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Xirong Peng1, Yunkang Sui2, **, Hongling Ye2, Jun Tie3
Affiliations
  • 1School of Civil Engineering, Hunan City University, Yiyang, 413000
  • 2College of Mathematics, Statistics and Mechanics, Beijing University of Technology, Beijing, 100022
  • 3School of Polytechnic, Tianjin University of Finance and Economics, Tianjin, 300222
Published: 2025-04-23 doi: 10.19636/j.cnki.cjsm42-1250/o3.2024.052
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A novel solving approach featuring bi-mapping, referred to as B-ICM, has been developed based on the ICM (independent, continuous, and mapping) method of structural topology optimization. B-ICM consists of two distinct steps: the first involves applying linear (L) mapping to the structural topology optimization problem, transforming it into a discrete model, and subsequently constructing the constraint function; the second entails implementing nonlinear (NL) mapping on this discrete model to create a continuous model, while converting continuous elemental topology variables into discrete ones. In contrast to the original ICM method, wherein the first step serves solely as a theoretical derivation, and the construction of constraint functions along with modeling and solving algorithms are all encompassed within the second step, which is categorized as a “one-step” approach, the B-ICM is classified as a “two-step” approach. Despite this distinction, it still employs the sequential dual quadratic programming algorithm commonly utilized in ICM methods for solving optimization models. We demonstrated this modeling and solving process using the structural topology optimization problem of volume minimization with displacement constraints. Results from both single-load and multi-load cases validated the effectiveness of our approach. We compared iteration count, clarity, and optimization capability across three methods for achieving distinct topologies: (1) the SIMP method considering Heaviside projection, (2) the floating projection topology optimization (FPTO) method, (3) the non-penalized method of smooth-edged material distribution for optimizing topology (SEMDOT), as well as the original ICM method. Results indicated that B-ICM outperforms these alternatives. This study not only enhances the modeling strategy and refines the solution approach of the ICM method, but also offers a superior technique for addressing blurry boundary problems. In continuum topology optimization, optimal topologies with blurry boundaries are typically generated through filtering operations designed to mitigate checkerboard patterns and mesh dependency issues. Notably, an increase in the filtering radius results in a more blurred boundary. Our study successfully addressed this challenge by achieving clear boundaries for optimal topologies. Importantly, the key techniques developed here are applicable to all continuous variable optimization methods, including the variable density method.

structural topology optimization  /  ICM (independent, continuous, and mapping) method  /  two-step solving approach  /  linear mapping  /  nonlinear mapping  /  volume minimization problem with displacement constraints
Xirong Peng, Yunkang Sui, Hongling Ye, Jun Tie. Bi-mapping Solving Approach for the ICM Method of Structural Topology Optimization[J]. Chinese Journal of Solid Mechanics, 2025 , 46 (2) : 162 -176 . DOI: 10.19636/j.cnki.cjsm42-1250/o3.2024.052
Year 2025 volume 46 Issue 2
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doi: 10.19636/j.cnki.cjsm42-1250/o3.2024.052
  • Receive Date:2024-11-03
  • Online Date:2026-03-20
  • Published:2025-04-23
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  • Received:2024-11-03
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Affiliations
    1School of Civil Engineering, Hunan City University, Yiyang, 413000
    2College of Mathematics, Statistics and Mechanics, Beijing University of Technology, Beijing, 100022
    3School of Polytechnic, Tianjin University of Finance and Economics, Tianjin, 300222
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表12种不同金属材料的力学参数

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Number of
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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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