Behavior of FRP-concrete-steel Tube Composite Square ColumnsSubjected to Cyclic Axial Compression
[1]WANG Dai,GAO Danying,WANG Yongzhi.Behavior of FRP-concrete-steel Tube Composite Square ColumnsSubjected to Cyclic Axial Compression[J].Journal of Zhengzhou University (Engineering Science),2014,35(04):1-4.[doi:10.3969/j issn.1671-6833.2014.04.001]
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Journal of Zhengzhou University (Engineering Science)[ISSN
1671-6833/CN
41-1339/T] Volume:
35卷
Number of periods:
2014 04
Page number:
1-4
Column:
Public date:
2014-08-30
- Title:
- Behavior of FRP-concrete-steel Tube Composite Square ColumnsSubjected to Cyclic Axial Compression
- Keywords:
- FRP; cyelie load; axial compression test; composite column; square section
- CLC:
- TU398.9
- DOI:
- 10.3969/j issn.1671-6833.2014.04.001
- Abstract:
- Through the experiments of eight FRP-eonerete-steel tube eomposite square columns subjeeted toeyelie axial compression, the effeets of the loading scheme, the void ratio and the diameter-to-thiekness raticof the inner steel tube on the axial compression behavior were investigated. The test results show that the elffeetof loading seheme on the axial stress-strain envelope and peak load is insignifieant, and ultimate state of FRPconerete-steel tube composile square columns subjected to eyelie axial compression is very similar to that olcomposite square columns subjeeted to monolonous axial eompression. Compared with the void ratio , the diam.eter-to-thickness ratio of the inner steel tube has apparent inlluenee on the peak load of FRP-conerete-steeltube composite square columns subjected to cyelie axial compression.
- References:
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