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contributor authorS. T. Mau
contributor authorAlaa E. Elwi
contributor authorSi-Zhu Zhou
date accessioned2017-05-08T20:57:02Z
date available2017-05-08T20:57:02Z
date copyrightMarch 1998
date issued1998
identifier other%28asce%290733-9445%281998%29124%3A3%28262%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/32930
description abstractThe effect of longitudinal spacing of transverse reinforcement on the confining stress in concrete columns is studied analytically. A linear-elastic solution is obtained for circular columns laterally confined by hoops. From this solution, an effective confining stress at any point and an average confining factor for circular transverse cross sections are defined. The relationship between the average confining factor and the longitudinal spacing of hoops is established from the numerical results of the analytical solution. The same procedure is then applied through a series of finite-element analyses to square columns transversely reinforced with welded-wire fabric. The resulting formula relating the longitudinal spacing and the average confining factor is remarkably similar to that found from the circular column analysis.
publisherAmerican Society of Civil Engineers
titleAnalytical Study of Spacing of Lateral Steel and Column Confinement
typeJournal Paper
journal volume124
journal issue3
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1998)124:3(262)
treeJournal of Structural Engineering:;1998:;Volume ( 124 ):;issue: 003
contenttypeFulltext


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