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Experimental study of large-scale stiffened thin-walled CFDST columns under aixal compression
Highlights Two large-scale thin-walled CFDST columns with different stud spacing were tested under axial compression. The stiffened studs delayed the occurrence of local buckling in these specimens significantly. The arrangement of the studs leads to a obvious effect of section confinement, thus improving the overall compressive performance of the specimen. The variability of the Poisson’s ratio of concrete and steel during loading resulted in different stresses on the studs. The current design specifications for calculating the peak load of CFDST columns are modified and used for the evaluation of the two large-scale thin-walled CFDST specimens in this study.
Abstract Wind turbine towers offer good application potential for concrete-filled double-skin steel tubular columns with large hollow ratios (LHR-CFDST). With the increasing size of this engineering structure, the requirement to reduce construction expenses can be met by enhancing the diameter-to-thickness ratio of steel tubes. Few studies have been conducted to report on thin-walled LHR-CFDST columns. Meanwhile, local buckling and size effect shall be considered for this type of structure. Based on this, the first experimental investigation on large-scale stiffened thin-walled LHR-CFDST columns under axial compression is reported in this paper. Two large-scale thin-walled LHR-CFDST columns with different stud spacings are discussed. Failure modes, local buckling behaviours, load-strain responses, and some common mechanical indexes are investigated. According to the test results, adding studs was an effective method to increase the ultimate capacity of LHR-CFDST columns, as evidenced by the 16.6% increase in peak load for the specimen with smaller stud spacing than the other. Besides, the arrangement of studs leads to an obvious effect of section confinement, thus improving the overall compressive performance of the specimens. Then, four existing specifications all give a conservative prediction for the ultimate capacity of the specimen with smaller stud spacing, indicating that the large-scale thin-walled LHR-CFDST can be evaluated utilizing the present specifications with suitable stiffening measures.
Experimental study of large-scale stiffened thin-walled CFDST columns under aixal compression
Highlights Two large-scale thin-walled CFDST columns with different stud spacing were tested under axial compression. The stiffened studs delayed the occurrence of local buckling in these specimens significantly. The arrangement of the studs leads to a obvious effect of section confinement, thus improving the overall compressive performance of the specimen. The variability of the Poisson’s ratio of concrete and steel during loading resulted in different stresses on the studs. The current design specifications for calculating the peak load of CFDST columns are modified and used for the evaluation of the two large-scale thin-walled CFDST specimens in this study.
Abstract Wind turbine towers offer good application potential for concrete-filled double-skin steel tubular columns with large hollow ratios (LHR-CFDST). With the increasing size of this engineering structure, the requirement to reduce construction expenses can be met by enhancing the diameter-to-thickness ratio of steel tubes. Few studies have been conducted to report on thin-walled LHR-CFDST columns. Meanwhile, local buckling and size effect shall be considered for this type of structure. Based on this, the first experimental investigation on large-scale stiffened thin-walled LHR-CFDST columns under axial compression is reported in this paper. Two large-scale thin-walled LHR-CFDST columns with different stud spacings are discussed. Failure modes, local buckling behaviours, load-strain responses, and some common mechanical indexes are investigated. According to the test results, adding studs was an effective method to increase the ultimate capacity of LHR-CFDST columns, as evidenced by the 16.6% increase in peak load for the specimen with smaller stud spacing than the other. Besides, the arrangement of studs leads to an obvious effect of section confinement, thus improving the overall compressive performance of the specimens. Then, four existing specifications all give a conservative prediction for the ultimate capacity of the specimen with smaller stud spacing, indicating that the large-scale thin-walled LHR-CFDST can be evaluated utilizing the present specifications with suitable stiffening measures.
Experimental study of large-scale stiffened thin-walled CFDST columns under aixal compression
Jin, Kai-Yuan (author) / Zhou, Xu-Hong (author) / Ji, Wei-Dong (author) / Deng, Ran (author) / Wang, Yu-Hang (author) / Ren, Wei (author)
Engineering Structures ; 291
2023-05-31
Article (Journal)
Electronic Resource
English
Behavior and calculation of tapered CFDST columns under eccentric compression
| Online Contents | 2013