کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
---|---|---|---|---|
4912090 | 1428544 | 2017 | 36 صفحه PDF | دانلود رایگان |
عنوان انگلیسی مقاله ISI
Nonlinear modeling of ultimate strength and strain of FRP-confined concrete using chaos control method
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کلمات کلیدی
موضوعات مرتبط
مهندسی و علوم پایه
سایر رشته های مهندسی
مهندسی عمران و سازه
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چکیده انگلیسی
It is now well known that the confinement of concrete with fiber-reinforced polymer (FRP) composites can increase its strength and deformability. This paper presents a general nonlinear regression model to predict the ultimate conditions of FRP-confined concrete based on an iterative chaos control method (CCM). A dynamic chaos control factor is also proposed using the logistic map and a self-adaptive step size to achieve stabilization of the iterative chaos control method. To this end, a large database of axial compression tests on 769 circular FRP-confined concrete specimens was compiled from the published literature. Using the iterative method and the database, three nonlinear design-oriented models are developed and one of them is proposed for design applications. The results of this study show that the chaos control method can be successfully applied in the development of nonlinear models to predict the ultimate strength and strain of FRP-confined concrete.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Composite Structures - Volume 163, 1 March 2017, Pages 423-431
Journal: Composite Structures - Volume 163, 1 March 2017, Pages 423-431
نویسندگان
Behrooz Keshtegar, Pedram Sadeghian, Aliakbar Gholampour, Togay Ozbakkaloglu,