Effect of confined on load carrying capacity of concrete columns
published by Aِl-Baath University
in 2018
in Civil Engineering
and research's language is
العربية
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Abstract in English
The study
will examine the effect of changing the diameter of the longitudinal
and lateral reinforcement on the carrying capacity of the concrete
columns and compare the value of the compressive strength of
concrete, which is associated with the theoretical relations provided
by (Mander), (Park et all) by building an analytical model using
finite element Program ANSYS.
References used
A. e. F. Ahmeh Mohsen, "BEHAVIOR OF CONCRETE COLUMNS UNDER VARIOUS CONFINEMENT EFFECTS," Kansas State University, p. 427, 2012
P. P. Daniel Cusson, "HIGH-STRENGTH CONCRETE COLUMNS CONFINED BY RECTANGULAR TIES," Journal of Structure Engineering ASCE, vol. 12, no. 3, pp. 783-804, 1994
B. D. Sema Noyan Alacali, "The Effect of Confinement and strain hardening on the performance and design of short circular columns," Faculty of Civil Engineering , Main Campus, Turkey