251. Experimental study on axial compression behavior of square pultruded GFRP tubular stub column
- Author
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Zhiquan Xing, Yao Zhu, Qingan Liu, David Hui, Yu Chen, and Wei Chen
- Subjects
Pultruded GFRP tubular stub column ,Axial compression behavior ,Load-bearing capacity ,Initial stiffness ,Compressive toughness ,Ductility coefficient ,Materials of engineering and construction. Mechanics of materials ,TA401-492 - Abstract
To investigate the influence of aspect ratio and width-to-thickness ratio on the axial compression behavior of square pultruded glass fiber-reinforced polymer (GFRP) tubular stub columns, axial compression tests were conducted on 12 GFRP tubular columns. The mechanical properties of the GFRP tubular columns, including load-bearing capacity, initial stiffness, compressive toughness, and ductility coefficient, were analyzed. The test results reveal that all GFRP tubular columns exhibit crushing failure, with specific failure modes, including mid-section fracture and longitudinal tearing along the corners of the columns. The load-bearing capacity is negatively correlated with the aspect ratio and width-to-thickness ratio. The initial stiffness negatively correlates with the aspect ratio, and the compressive toughness negatively correlates with the width-to-thickness ratio. The Hashin damage criteria for the C3D8R solid element was developed by utilizing the explicit finite element subroutine ABAQUS-VUMAT to analyze the axial compression behavior of GFRP tubular columns. Through parameter analysis, the relationship between the load-bearing capacity and fiber orientation was obtained, and an empirical equation for predicting the load-bearing capacity of the GFRP tubular column was proposed.
- Published
- 2024
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