Estimating the axial strain of circular short columns confined with CFRP under centric compressive static load using ANN and GRA techniques

被引:2
|
作者
Al-Sayegh, Ammar T. [1 ]
Mahmoudabadi, Nasim Shakouri [2 ]
Behbehani, Lamis J. [3 ]
Saghir, Saba [2 ]
Ahmad, Afaq [2 ]
机构
[1] Kuwait Univ, Coll Engn & Petr, Dept Civil Engn, Kuwait, Kuwait
[2] Univ Memphis, Dept Civil Engn, Memphis, TN USA
[3] Kuwait Univ, Coll Architecture, Dept Commun Design & Interiors, Kuwait, Kuwait
关键词
Artificial neural networks; CFRP; Confined concrete; Regression analysis; Strain model; CONCRETE; MODEL; PERFORMANCE; PREDICTION; STRENGTH; BEHAVIOR; STEEL;
D O I
10.1016/j.heliyon.2024.e34146
中图分类号
O [数理科学和化学]; P [天文学、地球科学]; Q [生物科学]; N [自然科学总论];
学科分类号
07 ; 0710 ; 09 ;
摘要
This investigation introduces advanced predictive models for estimating axial strains in Carbon Fiber-Reinforced Polymer (CFRP) confined concrete cylinders, addressing critical aspects of structural integrity in seismic environments. By synthesizing insights from a substantial dataset comprising 708 experimental observations, we harness the power of Artificial Neural Networks (ANNs) and General Regression Analysis (GRA) to refine predictive accuracy and reliability. The enhanced models developed through this research demonstrate superior performance, evidenced by an impressive R-squared value of 0.85 and a Root Mean Square Error (RMSE) of 1.42, and significantly advance our understanding of the behavior of CFRP-confined structures under load. Detailed comparisons with existing predictive models reveal our approaches' superior capacity to mimic and forecast axial strain behaviors accurately, offering essential benefits for designing and reinforcing concrete structures in earthquake-prone areas. This investigation sets a new benchmark in the field through meticulous analysis and innovative modeling, providing a robust framework for future engineering applications and research.
引用
收藏
页数:16
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