سيتم في هذا البحث دراسة تأثير تغير قطر التسليح الطولي و العرضي على قدرة تحمل الأعمدة البيتونية و مقارنة قيمة المقاومة المميزة للبيتون المطوق مع العلاقات النظرية المقدمة من قبل (Mander) و (
Park, et all و ذلك من خلال بناء نموذج تحليلي باستخدام برنامج العناصر المحدودة ANSYS
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
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