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Title: Behavior of light-gauge steel beams filled with recycled concrete // Magazine of Civil Engineering. – 2021. – № 1 (101). — С. 10102
Creators: El-Nimri R.; Abdel-Jaber Mu.; Hunaiti Y. M.; Abdel-Jaber Ma.
Imprint: 2021
Collection: Общая коллекция
Subjects: Строительство; Строительные материалы и изделия; concretes; recycled concrete; concrete aggregates; steel beams; thin-walled beams; beam fillers; composite materials; бетоны; переработанные бетоны; бетонные заполнители; стальные балки; тонкостенные балки; заполнители балок; композиционные материалы
UDC: 691
LBC: 38.3
Document type: Article, report
File type: PDF
Language: English
DOI: 10.34910/MCE.101.2
Rights: Свободный доступ из сети Интернет (чтение, печать, копирование)
Record key: RU\SPSTU\edoc\67042

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This paper presents an experimental and a numerical investigation of light-gauge steel box sections filled with concrete made with a combination of natural aggregate (NA), recycled concrete aggregate (RCA), and recycled asphalt pavement (RAP). A total of 47 specimens, including 30 composite beams, 15 plain concrete beams, and 2 bare steel beams were tested. The main variables in the tests were the steel thickness (2 and 2.4 mm), the coarse aggregate type and replacement ratios. NA was replaced by RCA and RAP with replacement levels of 20 %, 40 %, 60 %, 80 %, and 100 % by the total weight of NA. In addition, RCA and RAP were incorporated in the same mixes with four replacement levels of (20 % RCA and 80 % RAP); (40 % RCA and 60 % RAP); (60 % RCA and 40 % RAP); and finally, with (80 % RCA and 20 % RAP). The experimental capacities were compared to the theoretical prediction of EC4, AISC-LRFD, AIJ, and the Rigid Plastic Theory (RPT). Moreover, a finite element analysis (FEA) was performed using ABAQUS software. The experimental results showed that the ultimate capacity of composite beams decreased with the increase of RCA and RAP percentage. However, both RCA and RAP enhanced the capacity of plain concrete beams. Current code provisions predicted lower capacities than the experimental values, and the FEA results showed reasonable agreement with the test results.

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Table of Contents

  • Behavior of light-gauge steel beams filled with recycled concrete
    • 1. Introduction
    • 2. Methods
      • 2.1. Materials
      • 2.2. Experimental Program
      • 2.3. Finite Element Model
      • 2.4. Analytical Considerations
    • 3. Results and Discussion
      • 3.1. General Behavior and Failure Modes
      • 3.2. Flexural Capacity
      • 3.3. Moment Deflection Behavior
      • 3.4. Theoretical Ultimate Moment of Resistance
      • 3.5. FEA Results
      • 3.6. Discussion
    • 4. Conclusions
    • 5. Acknowledgements

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