STUDIES ON BEARING CAPACITY OF CONCRETE FILLED UNEQUAL THICKNESS WALLED RECTANGULAR STEEL TUBE SUBJECTED TO PURE BENDING

Lu Fangwei; Yang Weixing; Wang Xun

doi:10.13204/j.gyjz201010027

Volume 40 Issue 10

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2010 > 40(10): 122-125

He Mingsheng, Yao Qianfeng, Huang Wei, Li Bin. STUDY ON THE DUCTILITY AND LIMIT VALUES OF AXIAL COMPRESSION RATIO FOR MODERATE-HIGH-RISE MULTI-RIBBED COMPOSITE WALL STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(9): 70-73. doi: 10.13204/j.gyjz200809021

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Lu Fangwei, Yang Weixing, Wang Xun. STUDIES ON BEARING CAPACITY OF CONCRETE FILLED UNEQUAL THICKNESS WALLED RECTANGULAR STEEL TUBE SUBJECTED TO PURE BENDING[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(10): 122-125. doi: 10.13204/j.gyjz201010027

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STUDIES ON BEARING CAPACITY OF CONCRETE FILLED UNEQUAL THICKNESS WALLED RECTANGULAR STEEL TUBE SUBJECTED TO PURE BENDING

doi: 10.13204/j.gyjz201010027

1.
Wuhan Municipal Engineering Design &Research Institute Co.Ltd,Wuhan 430015,China

Received Date: 2010-04-20
Publish Date: 2010-10-20

Abstract

Abstract

Unequal thickness walled rectangular concrete-filled steel tubes(CFT) are a sort of optimization design for rectangular CFT as beams.It is derived a theoretic formula for calculating the ultimate strength of unequal-thickness walled rectangular CFT members subjected to pure bending based on relevant theoretical assumptions.the correctness of the theoretical formula is demonstrated by the degenerated analysis.The results obtained by the formula agree well with those of the experiments.Which are in the permitted scope of projects.
- unequal-thickness wall,
- rectangular concrete-filled steel tube,
- pure bending,
- bearing capacity

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References(10)

References

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