Ensemble machine learning-based approach with genetic algorithm optimization for predicting bond strength and failure mode in concrete-GFRP mat anchorage interface
Author:
Funder
Shahid Rajaee Teacher Training University
Publisher
Elsevier BV
Subject
Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering
Reference78 articles.
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4. Feasibility of using Static-Cast Concrete Transmission Poles fully reinforced with glass-fibre reinforced polymer bars and stirrups: A case study;Ahmadi;Case Stud Constr Mater,2023
5. Experimental investigation of bond behaviour of two common GFRP bar types in high – Strength concrete;Saleh;Constr Build Mater,2019
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