Bond strength prediction of FRP bars to seawater sea sand concrete based on ensemble learning models-Reference-Cited by-同舟云学术

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Bond strength prediction of FRP bars to seawater sea sand concrete based on ensemble learning models

Published:2024-03 Issue: Volume:302 Page:117382
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Zhang Pei-Fu,Iqbal Mudassir,Zhang Daxu,Zhao Xiao-Ling,Zhao Qi

Funder

Natural Science Foundation of Shanghai Municipality

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference58 articles.

1. Axial compression tests on seawater and sea sand concrete-filled double-skin stainless steel circular tubes;Li;Eng Struct,2018

2. Structural behavior of seawater sea-sand concrete shear wall reinforced with GFRP bars;Zhang;Eng Struct,2019

3. Preparation and mechanical characterization of cost-effective low-carbon engineered cementitious composites with seawater and sea-sand;Zhu;Cem. Concr. Compos.,2023

4. A review on durability of fiber reinforced polymer (FRP) bars reinforced seawater sea sand concrete;Ahmed;Constr Build Mater,2020

5. Computational AI prediction models for residual tensile strength of GFRP bars aged in the alkaline concrete environment;Iqbal;Ocean Eng,2021

Cited by 5 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Bond behavior of BFRP bars in ultra-high performance seawater sea-sand concrete reinforced by non-metallic fibers;Engineering Structures;2024-11

2. Prediction of bond strength and failure mode of FRP bars embedded in UHPC or UHPSSC utilising extreme gradient boosting technique;Composite Structures;2024-10

3. Automated explainable ensemble learning prediction of FRP-bar-to-concrete bond strength and failure pattern under diverse exposure scenarios;Construction and Building Materials;2024-09

4. Predictive models in machine learning for strength and life cycle assessment of concrete structures;Automation in Construction;2024-06

5. Bond–Slip Performance of Steel–Fiber-Reinforced Polymer Composite Bars (SFCBs) and Glass Fiber with Expansion-Agent-Reinforced Seawater Sea-Sand Concrete (GF-EA-SSSC) under Freezing–Thawing Environment;Buildings;2024-04-17

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