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- W2377156511 abstract "Based on the experimental studies of 13 specimens with the two different parameters including the steel tube area ratio and the slenderness ratio of the specimens,this paper tries to describe the failure modes of the composition columns reinforced with the prefabricated green super high strength concrete used stone-chip(GSHSCUS),and to compare with behavior of the axial load among the composition columns reinforced with the prefabricated GSHSCUS,RC column and GSHSCUS,and then to analyze the influence of the steel tube area ratio and the slenderness ratio of specimens.Experiment results show that it is the outer concrete failing to work that resulted in their instability.Therefore,it is necessary to take such reinforcement measures as narrowing the spacing of stirrups,extending the anchor length to assure outer concrete,etc.Mechanical properties of composition columns reinforced with the prefabricated GSHSCUS are superior to that of RC columns,with better residual load capacity and ductility showing the ultimate strain being 1.86 to 8.29 times." @default.
- W2377156511 created "2016-06-24" @default.
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- W2377156511 date "2010-01-01" @default.
- W2377156511 modified "2023-09-27" @default.
- W2377156511 title "Experimental Studies on the Axial Pressure Behaviors of Composition Columns Reinforced with the Prefabricated GSHSCUS Filled with Steel Tubes" @default.
- W2377156511 hasPublicationYear "2010" @default.
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