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contributor authorWei Li
contributor authorLin-Hai Han
contributor authorTak-Ming Chan
date accessioned2017-05-08T22:26:50Z
date available2017-05-08T22:26:50Z
date copyrightDecember 2015
date issued2015
identifier other45314223.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/80776
description abstractConcrete-filled steel tubular (CFST) members have been used in various kinds of construction projects. They can be subjected to tension when they are used as chord members in trusses or subjected to combined tension and bending in building columns. However, to date research on the behavior of CFST members under eccentric tension is still limited. This paper thus presents both experimental and numerical investigations on the eccentrically loaded CFST tensile members. The experimental parameters include the eccentricity of the load and the steel ratio of the cross section. The failure modes show that the in-filled concrete works effectively with the steel tube, and the outer tube improves the crack pattern of the concrete. The finite-element (FE) model is also developed and validated by experimental results. The validated FE model is then used to assess the load and moment distributions as well as the load-moment interaction relationship. Finally, the load-carrying capacities of CFST members under eccentric tension are discussed.
publisherAmerican Society of Civil Engineers
titlePerformance of Concrete-Filled Steel Tubes subjected to Eccentric Tension
typeJournal Paper
journal volume141
journal issue12
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)ST.1943-541X.0001304
treeJournal of Structural Engineering:;2015:;Volume ( 141 ):;issue: 012
contenttypeFulltext


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