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Study on anti-collapse performance of CFST structures under collision load in different cases
Lian Song1, Lin Wang2, Xuan Wang1
1College of Urban Construction and Engineering, Chongqing University of Arts and Sciences, Chongqing, China.
Plos One
|February 12, 2025
Summary
This study simulates low-speed vehicle impacts on concrete filled steel tube (CFST) frames. Impact velocity significantly affects structural response and poses risks to building stability.
Area of Science:
- Structural Engineering
- Mechanical Engineering
- Materials Science
Background:
- Vehicle impacts pose risks to structural integrity, potentially leading to progressive collapse.
- Assessing the residual capacity of structures after impact is crucial for safety.
Purpose of the Study:
- To investigate the continuous collapse resistance of concrete filled steel tube (CFST) composite plane frames under vehicle impact.
- To analyze the influence of impact velocity and evaluate the reliability of different analysis methods.
Main Methods:
- Finite element analysis using ABAQUS software.
- Orthogonal experimental design and numerical simulation of low-speed impact scenarios.
- Comparison of Direct Simulation (DS) and Alternate Path (AP) methods.
Main Results:
- Two distinct deformation modes were observed for the impact and remaining frame.
- Axial forces in columns showed varied responses post-impact, with velocity being a key factor.
- The Alternate Path (AP) method was found unreliable for assessing internal forces and collapse degree.
Conclusions:
- Impact velocity is the most critical factor influencing the dynamic effects on the remaining structure.
- The study highlights the limitations of the AP method in impact load scenarios.
- Findings are significant for enhancing the anti-collapse capabilities of buildings subjected to accidental impacts.
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