Ma, Quanjin and Nor Hazwani, Mohd Yusof and Sahu, Santosh Kumar and Song, Yiheng and Nabilah Afiqah, Mohd Radzuan and Bo, Sun and Ahmad Yunus, Nasution and Kumar, Alagesan Praveen and Mohd Ruzaimi, Mat Rejab (2025) Bio-inspired thin-walled straight and tapered tubes with variable designs subjected to multiple impact angles for building constructions. Buildings, 15 (4). p. 620. ISSN 2075-5309. (Published)
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Abstract
Thin-walled structures are extensively utilized in construction because of their lightweight nature and excellent energy absorption efficiency, especially under dynamic loads. Improving the energy-absorbing performance of thin-walled structures by inspiring natural multi-cell designs is a sufficient approach. This paper investigates the energy-absorbing characteristics of variable novel cross-section designs of thin-walled structures subjected to oblique impact loading. Straight and tapered types with seven cross-sectional designs of novel thin-walled structures were studied. The nonlinear ABAQUS/Explicit software 6.13 version was implemented to analyze the crashworthiness behaviors for the proposed variable cross-section designs under different loading angles. The crushing behaviors of the proposed thin-walled structures were examined for various wall thicknesses of 0.5 mm, 1.5 mm, and 2.5 mm and impact loading angles of 0°, 15°, 30°, and 45°. It was determined that the energy-absorbing characteristics of novel thin-walled structures can be efficiently controlled by varying two geometries and seven cross-section designs. A multi-criteria decision-making method (MCDM) using a complex proportional assessment method (COPRAS) was performed to select the optimum thin-walled structures with cross-section designs. It was shown that a tapered square thin-walled structure with 2.5 mm thickness had the best crashworthiness performances with energy absorption (EA) of 11.01 kJ and specific energy absorption (SEA) of 20.32 kJ/kg under a 30° impact angle. Moreover, the results indicated that the EA of the thin-walled structure decreased with the increase in the impact loading angle. In addition, with the increase in the impact loading angle, the peak crushing force (PCF) decreased and reflected the reduction in energy absorbed at a larger angle. The MCDM method in conjunction with the COPRAS method is proposed, it provides valuable insights for safer and more resilient building construction. © 2025 by the authors.
| Item Type: | Article |
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| Additional Information: | Indexed by Scopus |
| Uncontrolled Keywords: | Energy-absorbing characteristic; Finite element modeling; Geometric structures; Multi-criteria decision-making method; Oblique impact loading; Thin-walled structure |
| Subjects: | T Technology > TJ Mechanical engineering and machinery |
| Faculty/Division: | Centre for Advanced Industrial Technology Faculty of Mechanical and Automotive Engineering Technology Institute of Postgraduate Studies |
| Depositing User: | Mrs. NOOR FATEEHA MOHAMAD |
| Date Deposited: | 14 Mar 2025 04:42 |
| Last Modified: | 14 Mar 2025 04:42 |
| URI: | http://umpir.ump.edu.my/id/eprint/44066 |
| Download Statistic: | View Download Statistics |
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