Effect of maximum coarse aggregate size upon shear strengthening of RC beams using NSM-CFRP strips-Reference-Cited by-同舟云学术

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Effect of maximum coarse aggregate size upon shear strengthening of RC beams using NSM-CFRP strips

Published:2023-07 Issue: Volume:53 Page:652-663
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Barham Wasim S.^ORCID,Taleb Obaidat Yasmeen,Wael Qublan Ahmad

Funder

Jordan University of Science and Technology

Jordan University of Science and Technology Deanship of Research

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference27 articles.

1. Advanced concrete technology;Li,2011

2. Flexural characteristics of lightweight ferrocement beams with various types of core materials and mesh reinforcement;Shaaban;Constr Build Mater,2018

3. Structural behaviour of polystyrene foam lightweight concrete beams strengthened with FRP laminates;Montaser;International Journal of Concrete Structures and Materials, ISSN,2022

4. Effect of Coarse Aggregate Size on Shear Behavior of Beams without Shear Reinforcement;Deng;ACI Struct J,2017

5. Effect of Aggregate Size on Shear Behavior of Lightweight Concrete Continuous Slender Beams;Yang;ACI Mater J,2011

Cited by 1 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. Concrete Strength and Aggregate Properties: In-Depth Analysis of Four Sources;Civil Engineering Journal;2024-04-01

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